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12-6-2023 Agenda Full1 TECHNICAL REVIEW COMMITTEE AGENDA December 6th, 2023 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, December 6th, 2023 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: 4400 Northchase Parkway SE – New Hanover County Northchase Library – SITECN-23-000046 Request by Matt Winkel of New Hanover County Facilities Management for a new library in the Northchase PD. The site is 2.42 acres and is zoned PD. The engineer is Curtis Day with Davenport Engineering (cday@davenportworld.com). The case planner is Amy Doss (adoss@nhcgov.com, 910-798- 7571) Item 2: 215 Emerald Lake Dr E – New Hanover County Smith Creek Park Expansion – SITECN-23-000045 Request by Tara Duckworth of New Hanover County Parks and Gardens for an expansion of Smith Creek Park. The site is 85.01 acres of which 6.4 will be disturbed and is zoned R-15. The Engineer is Mindy Arther with Susan Hatchell Landscape Architecture, PLLC (mindy@susanhatchell.com) . The case planner is Love Ott, (lott@nhcgov.com, 910-798-7444) Item 3: 2006 Whiskey Branch Drive – Whiskey Branch Townhomes and Apartments – SUBPP-23-0006 Request by Hill Rogers of Dry Pond Partners LLC for the townhomes and apartments section of the Whiskey Branch Development. The site is 17.82 acres and is zoned PD. The engineer is Hunter Oglesby with Blue Ridge Development Services (hoglesby@blueridgecompanies.com). The case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450). Sketch Plan 1: 8121 Market Street- Firestone Auto Care Sketch Plan 2: 3401 Merchant Court- Landscaping Equipment Storage 4400 Northchase Parkway – Preliminary Plan – TRC Review To: Curtis Day Davenport Engineering (cday@davenportworld.com) From: Amy Doss Current Planner Date: December 6, 2023 Egov#: SITECN-23-000046 Subject: Library – TRC Review Address: 4400 Northchase Parkway NE The following comments have been received for the December 6, 2023, 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 910-798-7571 1. Zoning district: PD. Proposed use: 19,941 SF Library 2. General Comments: a. Please label zoning of adjacent parcels. 3. Parking a. Please provide required and proposed parking numbers in the site data table. b. Please provide details of a parking space to verify they meet ordinance requirements, or label dimensions shown on the site plan as “typ.” 4. Access: a. Please provide all NCDOT approvals upon receipt. Please be aware that no building permit will be issued until NCDOT has issued the Driveway Permit. 5. Tree Retention: a. Please apply for a Tree Removal Permit. b. Please refer to UDO Section 5.3 for Tree Retention Standards. c. When submitting for the Tree Removal Permit, please include a Tree Inventory Table. You can use the Tree Mitigation Worksheet under the applications tab on our website for this. 6. Landscaping: a. Please submit a landscape plan, UDO 5.4. 4400 Northchase Parkway – Preliminary Plan – TRC Review b. Please note that there is a requirement to retain or plant 15 trees per acre disturbed, per UDO Section 5.4.2.B. c. Please show calculations for parking lot interior and perimeter landscaping requirements, UDO 5.4.5. d. Please show calculations for street yard landscaping meet requirements, UDO 5.4.6. e. Please show calculations for foundation plantings, UDO 5.4.7. f. Please provide a detail of proposed dumpsters illustrating type of materials to be used for screening. 7. Lighting: a. 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. b. When available, please send over lighting plan for review and approval. 8. Signs: a. Please note that all signs are subject to sections 3.5.3 and 5.6 of the UDO. b. Please submit for sign permits prior to installation. NHC Fire, Sunnie Batson 910-798-7464 See attached appendix. NHC Engineering (Stormwater), Galen Jamison 910-798-7072 1. The erosion control permitting will be issued by NC DEQ DEMLR. Please submit for permit as the design is completed. 2. A stormwater permit issued by the County is required for this project in addition to the State stormwater permit. Please submit for permits as the design is completed. 3. The pond size/volume appears to not include the 2, 10, 25 year storm attenuation requirements on NHC. Please verify adequate volume is provided and the only planned outfall is under the bike path via a rip rap spillway. 4. Please verify the existing 15” clay pipe culvert meets the requirements of the NHC Stormwater Manual. Based on the pipe material/age, it is recommended this culvert be removed. 5. The offsite stormwater drainage coming from the east will require a public drainage easement sized in accordance with NHC Stormwater Manual. All construction in the offsite drainage conveyance measures easements 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. 6. Please clarify the need to re-grade the stormwater wetland as the existing condition contours match the proposed contours. NHC Environmental Health, Dustin Fenske 910-798-7324 1. Site plan reflects connection to public water and sewer. Environmental Health has no records of well or septic systems on this property or surrounding properties. 4400 Northchase Parkway – Preliminary Plan – TRC Review NHC Addressing, Katherine May 1. No comment. Current address is acceptable. CFPUA, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer available. 4. CFPUA Meter Sizing Form will be required. NCDOT, Nick Drees, 910-398-9100 See attached appendix. WMPO, Jamar Johnson 910-343-3915 See attached appendix. Army Corps of Engineers, Brad Shaver 910-251-4611 1. If development impacts drainage on the property that is jurisdictional, a permit would be triggered. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County TRC Plan Review - 2018 NC Fire Code Fire TRC Comments – SITECN-23-000046 Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26 Required for Plan Review Submittal • The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Fire Marshal’s Office. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. • Any building with a generator or aboveground storage tank (AST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 showing all applicable distances as required from those specific requirements. • Any plan involving an underground storage tank (UST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements. This plan shall also show all vent lines. • Per NCFC 503.6, submit for review the details and manufacturer information for the gate across the fire department access road. Include both the UL and ASTM Listing in the documentation attachments for approval. This review shall include the written approval of the Fire Chief or any New Hanover Deputy Fire Marshal and any additional details of approval during this review process. (EMBEDDED ON PLANS) (WRITTEN TRC APPROVAL) • Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. This report shall be submitted by a P.E. and include the stamp of the submitting individual on the report. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County Accessibility • All new structures larger than 7,500 square feet must comply with Section 510 of the NC Fire code. An Emergency Responder Radio Coverage (ERRC) survey must be conducted, and results given to the New Hanover County Fire Marshal’s Office Fire Plan Reviewer. All buildings that are more than one story, underground, windowless or buildings with a basement must complete an ERRC survey. (It is highly recommended that a pre-construction survey be conducted, however a pre-construction survey is not required). • All new structures must comply with Appendix J of the NC Fire Code, Building Information Signs. An example can be provided upon request. • Fire apparatus access roads are required at time of construction. They are to be capable of handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may increase this width as necessary based on potential for fire apparatus response. Dead end roads greater than 150 feet in length shall require an approved means for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local apparatus). • Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). • When a bridge or an elevated surface is an element of a fire apparatus access road it must comply to the design standards of the American Association of State Highway and Transportation Officials HB-17-2002 Specification for highway bridges and must be have a load capacity sufficient for all local fire apparatus. (Chapter 5) • Fire apparatus access roads that access commercial buildings greater than 30 feet in height are to be a minimum of 26 feet wide, be capable of handling the weight of aerial fire apparatus (100,000 lbs.) and be passable in all weather conditions. • Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking is desired the minimum road width shall be increased, contact the fire code official for further information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall. Commercial buildings shall have fire lanes marked (Chapter 5) New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • Fire apparatus access roads shall provide access to within 150 feet of each side of the first-floor exterior walls unless the building is equipped throughout with an approved automatic sprinkler system then the distance increases to 200 feet (Chapter 5). If these options are not selected, please contact the fire code official and fire department for guidance. • A secondary fire apparatus access road may be required if an impairment of a single fire apparatus access road would limit access under emergency conditions. Secondary access may also be required to facilitate evacuation during a natural or man-made disaster Chapter 5 and Appendix D). • Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated during the Technical Review (TRC). • Fire lanes shall be a minimum of 18 feet wide and 14 feet vertical clearance feet including trees, canopies, bridges, etc. and must be marked. • Key Boxes (KNOX Boxes) o Required if structure is required to have a fire alarm system or automatic sprinkler system. o Knox Box required at/adjacent to the front (main) entrance, at an elevation of 5 ft, +/- 6 in. A KNOX box(es) is(are) required at the exterior access nearest the fire sprinkler riser(s). Larger facilities may require additional key boxes. All key box locations must be shown on the building plans. All key boxes are required to be installed prior to final inspection. o The customer may order online from Knox. • Premises identification is required. Address and or unit numbers are required on the street side as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6 inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. • Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire detection/protection equipment must be identified with signage (Chapter 5). • Generator and solar installations shall be in accordance with Chapter 6. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County Water Supply (Chapter 5 and Appendix C) • If a water supply is required for fire protection a fire hydrant system or other means approved by the fire code official must be present prior to beginning construction and be maintained operable during the construction period. (For construction, fire dept. water shuttle counts as long there is a fill site within range) • An engineered fire low calculation indicating the available fire flow shall be submitted to the Fire Marshal’s Office during plans review. • If an approved water supply capable of supplying the required fire flow for fire protection is available, fire hydrants shall be provided. • If the approved water supply is not capable of supplying the required fire flow for fire protection a private system shall be engineered to meet the required fire flow for both automatic sprinkler systems and fire hydrants. • Fire Hydrants o All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Further information on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. o All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. o Fire hydrants in general residential areas shall be installed so that all insured properties are within 500 feet of a hydrant (hydrant spacing approximately 1000 feet apart along a fire apparatus access road, installed at intersections where possible). The first fire hydrant should be installed at or near the entrance to the residential area. o Fire hydrants in mixed use and commercial areas shall be installed so that all insured properties are within 250 feet of a hydrant (hydrant spacing approximately 500 feet apart along fire apparatus access roads and preferably located at intersections when possible). New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County o Fire hydrants for industrial and manufacturing areas shall be installed so that all structures are within 250 feet of a fire hydrant; distances may be adjusted more or less based on approval of the fire code official and based on the hazards present. o Additional fire hydrants may be required by the fire code official based on the type of hazard or use of the protected structure. (Appendix C) o Fire hydrants should be located 50 feet or more from the structure they protect. o **Confirmation Needed: Is this a shared water line for domestic and fire suppression? o **Proposed location for an additional fire hydrant at the entrance. ▪ FDC is approximately 250’ from the entrance at NE Northchase Pkwy. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • Fire Department Connections (FDC) o Fire Department connections shall utilize 5-inch Storz connections with a 30 degree down angle. Remote FDC’s are discouraged. o A fire hydrant shall be located no less than 50 feet from the structure and no greater than 100 feet from the fire department connection. For buildings with multiple fire department connections, each one shall have a dedicated fire hydrant. o The fire department connection shall be located so that the fire apparatus and the hoses connecting it to the fire hydrant and to the fire department connection do not obstruct access to the buildings for other fire apparatus. o Fire department connections shall not be obstructed by fences, bushes, dumpsters, utilities, or vehicles. o Fire department connections are to be unobstructed with 36 inches clearance to both sides and 78 inches vertically. o An audible/visual device indicating water flow or fire alarm activation shall be located above the fire department connection. o The fire department connection shall be labeled with code compliant signage indicating the type of connection and where more than one fire department connection exists additional signage is required to indicate the area protected. Demolition o All demolition work must comply with Chapter 33. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: November 29, 2023 Subject: NHC Public Library ________________________________________________________________________ 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. Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (attached) for submittal requirements (Documents, details, and plans). o Use 2024 NCDOT Standard Drawings (not 2018) o The current set of submitted plans lacks necessary information. A NCDOT Encroachment Agreement is required for any utility connections or installations within NCDOT right-of-way. Site Plan Comments: Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • 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. The concrete curbing should stop at the right of way line. It is recommended that the driveway pipe be upgraded to an 18” pipe and the installation of parallel pipe end sections if applicable (NCDOT Standard 310.02). Refer to the pavement marking legend and use the appropriate symbols for the pavement marking plans. 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 of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •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 •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site 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. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information 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 Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit 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 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)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 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)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) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)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) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)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 •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)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 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)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 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION Symbol Description Material Transport Pay Item No.Linear Length Adjustment T1 WHITE EDGELINE (4", 90 MIL)Thermo 4685000000-E 1 T2 WHITE SOLID LANE LINE (4", 90 MIL)Thermo 4685000000-E 1 T3 10 FT. WHITE SKIP (4", 90 MIL)Thermo 4685000000-E .25 T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL)Thermo 4685000000-E .25 T5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 90 MIL)Thermo 4685000000-E .25 T9 WHITE RUMBLE STRIP (4", 240 MIL)Thermo 4687000000-E 1 T10 YELLOW EDGELINE (4", 90 MIL)Thermo 4685000000-E 1 T11 YELLOW SINGLE CENTER (4", 90 MIL)Thermo 4685000000-E 1 T12 10 FT. YELLOW SKIP (4", 90 MIL)Thermo 4685000000-E .25 T13 YELLOW DOUBLE CENTER (4", 90 MIL)Thermo 4685000000-E 2 T14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 90 MIL)Thermo 4685000000-E .25 T20 WHITE EDGELINE (6", 90 MIL)Thermo 4688000000-E 1 T21 WHITE SOLID LANE LINE (6", 90 MIL)Thermo 4688000000-E 1 T22 10 FT. WHITE SKIP (6", 90 MIL)Thermo 4688000000-E .25 T23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 90 MIL)Thermo 4688000000-E .25 T24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 90 MIL)Thermo 4688000000-E .25 T30 YELLOW EDGELINE (6", 90 MIL)Thermo 4688000000-E 1 T31 YELLOW SINGLE CENTER (6", 90 MIL)Thermo 4688000000-E 1 T32 10 FT. YELLOW SKIP (6", 90 MIL)Thermo 4688000000-E .25 T33 YELLOW DOUBLE CENTER (6", 90 MIL)Thermo 4688000000-E 2 T34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 90 MIL)Thermo 4688000000-E .25 T40 WHITE GORELINE (8", 90 MIL)Thermo 4695000000-E 1 T41 WHITE DIAGONAL (8", 90 MIL)Thermo 4695000000-E 1 T42 YELLOW DIAGONAL (8", 90 MIL)Thermo 4695000000-E 1 T43 WHITE SOLID LANE LINE (8", 90 MIL)Thermo 4695000000-E 1 T44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 90 MIL)Thermo 4695000000-E .25 T45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only)Thermo 4695000000-E .5 T46 WHITE CROSSWALK LINE (8", 90 MIL)Thermo 4695000000-E 1 T50 WHITE GORELINE (12", 90 MIL)Thermo 4700000000-E 1 T51 WHITE DIAGONAL (12", 90 MIL)Thermo 4700000000-E 1 T52 YELLOW DIAGONAL (12", 90 MIL)Thermo 4700000000-E 1 T53 WHITE SOLID LANE LINE (12", 90 MIL)Thermo 4700000000-E 1 T54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 90 MIL)Thermo 4700000000-E .25 T55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only)Thermo 4700000000-E .5 T60 WHITE LINE, RR X (16", 90 MIL)Thermo 4891000000-E 1 T61 WHITE STOPBAR (24", 90 MIL)Thermo 4891000000-E 1 T62 WHITE CROSSWALK LINE (24", 90 MIL)Thermo 4891000000-E 1 T70 LEFT TURN ARROW (90 MIL)Thermo 4725000000-E 1 T71 RIGHT TURN ARROW (90 MIL)Thermo 4725000000-E 1 T72 STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T73 COMBO. LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T74 COMBO. RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T75 COMBO. LEFT/RIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T76 COMBO. LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T77 U-TURN ARROW (90 MIL)Thermo 4725000000-E 1 T78 COMBO. LEFT/U-TURN ARROW (90 MIL)Thermo 4725000000-E 1 T79 MERGE ARROW (90 MIL)Thermo 4725000000-E 1 T80 WRONG-WAY RAMP ARROW (90 MIL)Thermo 4725000000-E 1 T81 ELONGATED STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 THERMOPLASTIC 11/20/2019 Page 1 of 10 T90 BICYCLE SYMBOL, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T91 BICYCLE STRAIGHT ARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T92 BICYCLE LEFT ARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T93 BICYCLE CHARACTER, HEATED-IN-PLACE (120 MIL)Thermo 4726100000-E 1 T94 SHARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T95 BICYCLE LOOP DETECTOR, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T100 ALPHANUMERIC CHAR. (90 MIL)Thermo 4720000000-E 1 T101 HANDICAP PARKING (90 MIL)Thermo 4725000000-E 1 T102 12" YIELD LINE TRIANGLE (90 MIL)Thermo 4725000000-E 1 T103 24" YIELD LINE TRIANGLE (90 MIL)Thermo 4725000000-E 1 T104 ROUTE SHIELD 6 FT x 15 FT Thermo 4895000000-N 1 T105 ROUTE SHIELD 8 FT x 20 FT Thermo 4895000000-N 1 T110 FISH-HOOK STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL)Thermo 4725000000-E 1 T117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 11/20/2019 Page 2 of 10 Symbol Description Material Transport Pay Item No.Linear Length Adjustment H1 WHITE EDGELINE, HRM (4", 90 MIL)Thermo 4890000000-E 1 H2 WHITE SOLID LANE LINE, HRM (4", 90 MIL)Thermo 4890000000-E 1 H3 10 FT. WHITE SKIP, HRM (4", 90 MIL)Thermo 4890000000-E .25 H4 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (4", 90 MIL)Thermo 4890000000-E .25 H5 2 FT. - 6 FT./SP WHITE MINISKIP, HRM (4", 90 MIL)Thermo 4890000000-E .25 H10 YELLOW EDGELINE, HRM (4", 90 MIL)Thermo 4890000000-E 1 H11 YELLOW SINGLE CENTER, HRM (4", 90 MIL)Thermo 4890000000-E 1 H12 10 FT. YELLOW SKIP, HRM (4", 90 MIL)Thermo 4890000000-E .25 H13 YELLOW DOUBLE CENTER, HRM (4", 90 MIL)Thermo 4890000000-E 2 H14 2 FT. - 6 FT./SP YELLOW MINISKIP, HRM (4", 90 MIL)Thermo 4890000000-E .25 H20 WHITE EDGELINE, HRM (6", 90 MIL)Thermo 4890000000-E 1 H21 WHITE SOLID LANE LINE, HRM (6", 120 MIL)Thermo 4890000000-E 1 H22 10 FT. WHITE SKIP, HRM (6", 90 MIL)Thermo 4890000000-E .25 H23 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (6", 90 MIL)Thermo 4890000000-E .25 H24 2 FT. - 6 FT./SP WHITE MINISKI, HRM (6", 90 MIL)Thermo 4890000000-E .25 H30 YELLOW EDGELINE, HRM (6", 90 MIL)Thermo 4890000000-E 1 H31 YELLOW SINGLE CENTER, HRM (6", 90 MIL)Thermo 4890000000-E 1 H32 10 FT. YELLOW SKIP, HRM (6", 90 MIL)Thermo 4890000000-E .25 H33 YELLOW DOUBLE CENTER, HRM (6", 90 MIL)Thermo 4890000000-E 2 H34 2 FT. - 6 FT./SP YELLOW MINISKIP, HRM (6", 90 MIL)Thermo 4890000000-E .25 H40 WHITE GORELINE, HRM (8", 90 MIL)Thermo 4890000000-E 1 H43 WHITE SOLID LANE LINE, HRM (8", 90 MIL)Thermo 4890000000-E 1 H44 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (8", 90 MIL)Thermo 4890000000-E .25 H45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only)Thermo 4890000000-E .5 H50 WHITE GORELINE, HRM (12", 90 MIL)Thermo 4890000000-E 1 H53 WHITE SOLID LANE LINE, HRM (12", 90 MIL)Thermo 4890000000-E 1 H54 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (12", 90 MIL)Thermo 4890000000-E .25 H55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only)Thermo 4890000000-E .5 THERMOPLASTIC – HIGHLY REFLECTIVE MEDIA 11/20/2019 Page 3 of 10 Symbol Description Material Transport Pay Item No. 20 mil Linear Length Adjustment V1 WHITE EDGELINE (4", 20 MIL)Polyurea 4847010000-E 1 V2 WHITE SOLID LANE LINE (4", 20 MIL)Polyurea 4847010000-E 1 V3 10 FT. WHITE SKIP (4", 20 MIL)Polyurea 4847010000-E .25 V4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 20 MIL)Polyurea 4847010000-E .25 V5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 20 MIL)Polyurea 4847010000-E .25 V10 YELLOW EDGELINE (4", 20 MIL)Polyurea 4847010000-E 1 V11 YELLOW SINGLE CENTER (4", 20 MIL)Polyurea 4847010000-E 1 V12 10 FT. YELLOW SKIP (4", 20 MIL)Polyurea 4847010000-E .25 V13 YELLOW DOUBLE CENTER (4", 20 MIL)Polyurea 4847010000-E 2 V14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 20 MIL)Polyurea 4847010000-E .25 V20 WHITE EDGELINE (6", 20 MIL)Polyurea 4847030000-E 1 V21 WHITE SOLID LANE LINE (6", 20 MIL)Polyurea 4847030000-E 1 V22 10 FT. WHITE SKIP (6", 20 MIL)Polyurea 4847030000-E .25 V23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 20 MIL)Polyurea 4847030000-E .25 V24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 20 MIL)Polyurea 4847030000-E .25 V30 YELLOW EDGELINE (6", 20 MIL)Polyurea 4847030000-E 1 V31 YELLOW SINGLE CENTER (6", 20 MIL)Polyurea 4847030000-E 1 V32 10 FT. YELLOW SKIP (6", 20 MIL)Polyurea 4847030000-E .25 V33 YELLOW DOUBLE CENTER (6", 20 MIL)Polyurea 4847030000-E 2 V34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 20 MIL)Polyurea 4847030000-E .25 V40 WHITE GORELINE (8", 20 MIL)Polyurea 4847050000-E 1 V43 WHITE SOLID LANE LINE (8", 20 MIL)Polyurea 4847050000-E 1 V44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 20 MIL)Polyurea 4847050000-E .25 V45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 20 MIL) (Roundabouts only)Polyurea 4847050000-E .5 V50 WHITE GORELINE (12", 20 MIL)Polyurea 4847070000-E 1 V53 WHITE SOLID LANE LINE (12", 20 MIL)Polyurea 4847070000-E 1 V54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 20 MIL)Polyurea 4847070000-E .25 V55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 20 MIL) (Roundabouts only)Polyurea 4847070000-E .5 POLYUREA, 20 MIL 11/20/2019 Page 4 of 10 Symbol Description Material Transport Pay Item No.Linear Length Adjustment W1 WHITE EDGELINE (4", 30 MIL)Polyurea 4847020000-E 1 W2 WHITE SOLID LANE LINE (4", 30 MIL)Polyurea 4847020000-E 1 W3 10 FT. WHITE SKIP (4", 30 MIL)Polyurea 4847020000-E .25 W4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 30 MIL)Polyurea 4847020000-E .25 W5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 30 MIL)Polyurea 4847020000-E .25 W10 YELLOW EDGELINE (4", 30 MIL)Polyurea 4847020000-E 1 W11 YELLOW SINGLE CENTER (4", 30 MIL)Polyurea 4847020000-E 1 W12 10 FT. YELLOW SKIP (4", 30 MIL)Polyurea 4847020000-E .25 W13 YELLOW DOUBLE CENTER (4", 30 MIL)Polyurea 4847020000-E 2 W14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 30 MIL)Polyurea 4847020000-E .25 W20 WHITE EDGELINE (6", 30 MIL)Polyurea 4847040000-E 1 W21 WHITE SOLID LANE LINE (6", 30 MIL)Polyurea 4847040000-E 1 W22 10 FT. WHITE SKIP (6", 30 MIL)Polyurea 4847040000-E .25 W23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 30 MIL)Polyurea 4847040000-E .25 W24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 30 MIL)Polyurea 4847040000-E .25 W30 YELLOW EDGELINE (6", 30 MIL)Polyurea 4847040000-E 1 W31 YELLOW SINGLE CENTER (6", 30 MIL)Polyurea 4847040000-E 1 W32 10 FT. YELLOW SKIP (6", 30 MIL)Polyurea 4847040000-E .25 W33 YELLOW DOUBLE CENTER (6", 30 MIL)Polyurea 4847040000-E 2 W34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 30 MIL)Polyurea 4847040000-E .25 W40 WHITE GORELINE (8", 30 MIL)Polyurea 4847060000-E 1 W43 WHITE SOLID LANE LINE (8", 30 MIL)Polyurea 4847060000-E 1 W44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 30 MIL)Polyurea 4847060000-E .25 V45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 30 MIL) (Roundabouts only)Polyurea 4847060000-E .5 W50 WHITE GORELINE (12", 30 MIL)Polyurea 4847080000-E 1 W53 WHITE SOLID LANE LINE (12", 30 MIL)Polyurea 4847080000-E 1 W54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 30 MIL)Polyurea 4847080000-E .25 W55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 30 MIL) (Roundabouts only)Polyurea 4847080000-E .5 POLYUREA, 30 MIL 11/20/2019 Page 5 of 10 Symbol Description Material Transport Pay Item No.Linear Length Adjustment P1 WHITE EDGELINE (4")Paint 4810000000-E 1 P2 WHITE SOLID LANE LINE (4")Paint 4810000000-E 1 P3 10 FT. WHITE SKIP (4")Paint 4810000000-E .25 P4 3 FT. - 9 FT./SP WHITE MINISKIP (4")Paint 4810000000-E .25 P5 2 FT. - 6 FT./SP WHITE MINISKIP (4")Paint 4810000000-E .25 P10 YELLOW EDGELINE (4")Paint 4810000000-E 1 P11 YELLOW SINGLE CENTER (4")Paint 4810000000-E 1 P12 10 FT. YELLOW SKIP (4")Paint 4810000000-E .25 P13 YELLOW DOUBLE CENTER (4")Paint 4810000000-E 2 P14 2 FT. - 6 FT./SP YELLOW MINISKIP (4")Paint 4810000000-E .25 P20 WHITE EDGELINE (6")Paint 4815000000-E 1 P21 WHITE SOLID LANE LINE (6")Paint 4815000000-E 1 P22 10 FT. WHITE SKIP (6")Paint 4815000000-E .25 P23 3 FT. - 9 FT./SP WHITE MINISKIP (6")Paint 4815000000-E .25 P24 2 FT. - 6 FT./SP WHITE MINISKIP (6")Paint 4815000000-E .25 P30 YELLOW EDGELINE (6")Paint 4815000000-E 1 P31 YELLOW SINGLE CENTER (6")Paint 4815000000-E 1 P32 10 FT. YELLOW SKIP (6")Paint 4815000000-E .25 P33 YELLOW DOUBLE CENTER (6")Paint 4815000000-E 2 P34 2 FT. - 6 FT./SP YELLOW MINISKIP (6")Paint 4815000000-E .25 P40 WHITE GORELINE (8")Paint 4820000000-E 1 P41 WHITE DIAGONAL (8")Paint 4820000000-E 1 P42 YELLOW DIAGONAL (8")Paint 4820000000-E 1 P43 WHITE SOLID LANE LINE (8")Paint 4820000000-E 1 P44 3 FT. - 9 FT./SP WHITE MINISKIP (8")Paint 4820000000-E .25 P45 3 FT. - 3 FT./SP WHITE MINISKIP (8") (Roundabouts only)Paint 4820000000-E .5 P46 WHITE CROSSWALK LINE (8")Paint 4820000000-E 1 P50 WHITE GORELINE (12")Paint 4825000000-E 1 P51 WHITE DIAGONAL (12")Paint 4825000000-E 1 P52 YELLOW DIAGONAL (12")Paint 4825000000-E 1 P53 WHITE SOLID LANE LINE (12")Paint 4825000000-E 1 P54 3 FT. - 9 FT./SP WHITE MINISKIP (12")Paint 4825000000-E .25 P55 3 FT. - 3 FT./SP WHITE MINISKIP (12") (Roundabouts only)Paint 4825000000-E .5 P60 WHITE LINE, RR X (16")Paint 4830000000-E 1 P61 WHITE STOPBAR (24")Paint 4835000000-E 1 P62 WHITE CROSSWALK LINE (24")Paint 4835000000-E 1 P70 LEFT TURN ARROW Paint 4845000000-E 1 P71 RIGHT TURN ARROW Paint 4845000000-E 1 P72 STRAIGHT ARROW Paint 4845000000-E 1 P73 COMBO. LEFT/STRAIGHT ARROW Paint 4845000000-E 1 P74 COMBO. RIGHT/STRAIGHT ARROW Paint 4845000000-E 1 P75 COMBO. LEFT/RIGHT ARROW Paint 4845000000-E 1 P76 COMBO. LEFT/RIGHT/STRAIGHT ARROW Paint 4845000000-E 1 P77 U-TURN ARROW Paint 4845000000-E 1 P78 COMBO. LEFT/U-TURN ARROW Paint 4845000000-E 1 P79 MERGE ARROW Paint 4845000000-E 1 P80 WRONG-WAY RAMP ARROW Paint 4845000000-E 1 P81 ELONGATED STRAIGHT ARROW Paint 4845000000-E 1 P90 BICYCLE SYMBOL Paint 4845000000-E 1 P91 BICYCLE STRAIGHT ARROW Paint 4845000000-E 1 P92 BICYCLE LEFT ARROW Paint 4845000000-E 1 P93 BICYCLE CHARACTER Paint 4840000000-E 1 P94 SHARROW Paint 4845000000-E 1 P95 BICYCLE LOOP DETECTOR Paint 4845000000-E 1 PAINT 11/20/2019 Page 6 of 10 P100 ALPHANUMERIC CHARACTER Paint 4840000000-E 1 P101 HANDICAP PARKING Paint 4845000000-E 1 P102 12" YIELD LINE TRIANGLE Paint 4845000000-E 1 P103 24" YIELD LINE TRIANGLE Paint 4845000000-E 1 P110 FISH-HOOK STRAIGHT ARROW (90 MIL)Paint 4845000000-E 1 P111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL)Paint 4845000000-E 1 P112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL)Paint 4845000000-E 1 P113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL)Paint 4845000000-E 1 P114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Paint 4845000000-E 1 P115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL)Paint 4845000000-E 1 P116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL)Paint 4845000000-E 1 P117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL)Paint 4845000000-E 1 P118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Paint 4845000000-E 1 11/20/2019 Page 7 of 10 Symbol Description Material Transport Pay Item No.Linear Length Adjustment C1 WHITE EDGELINE (4")CAP 4770000000-E 1 C2 WHITE SOLID LANE LINE (4")CAP 4770000000-E 1 C3 10 FT. WHITE SKIP (4")CAP 4770000000-E .25 C4 3 FT. - 9 FT./SP WHITE MINISKIP (4")CAP 4770000000-E .25 C5 2 FT. - 6 FT./SP WHITE MINISKIP (4")CAP 4770000000-E .25 C10 YELLOW EDGELINE (4")CAP 4770000000-E 1 C11 YELLOW SINGLE CENTER (4")CAP 4770000000-E 1 C12 10 FT. YELLOW SKIP (4")CAP 4770000000-E .25 C13 YELLOW DOUBLE CENTER (4")CAP 4770000000-E 2 C14 2 FT. - 6 FT./SP YELLOW MINISKIP (4")CAP 4770000000-E .25 C20 WHITE EDGELINE (6")CAP 4775000000-E 1 C21 WHITE SOLID LANE LINE (6")CAP 4775000000-E 1 C22 10 FT. WHITE SKIP (6")CAP 4775000000-E .25 C23 3 FT. - 9 FT./SP WHITE MINISKIP (6")CAP 4775000000-E .25 C24 2 FT. - 6 FT./SP WHITE MINISKIP (6")CAP 4775000000-E .25 C30 YELLOW EDGELINE (6")CAP 4775000000-E 1 C31 YELLOW SINGLE CENTER (6")CAP 4775000000-E 1 C32 10 FT. YELLOW SKIP (6")CAP 4775000000-E .25 C33 YELLOW DOUBLE CENTER (6")CAP 4775000000-E 2 C34 2 FT. - 6 FT./SP YELLOW MINISKIP (6")CAP 4775000000-E .25 C40 WHITE GORELINE (8")CAP 4780000000-E 1 C41 WHITE DIAGONAL (8")CAP 4780000000-E 1 C42 YELLOW DIAGONAL (8")CAP 4780000000-E 1 C43 WHITE SOLID LANE LINE (8")CAP 4780000000-E 1 C44 3 FT. - 9 FT./SP WHITE MINISKIP (8")CAP 4780000000-E .25 C45 3 FT. - 3 FT./SP WHITE MINISKIP (8") (Roundabouts only)CAP 4780000000-E .5 C46 WHITE CROSSWALK LINE (8")CAP 4780000000-E 1 C50 WHITE GORELINE (12")CAP 4785000000-E 1 C51 WHITE DIAGONAL (12")CAP 4785000000-E 1 C52 YELLOW DIAGONAL (12")CAP 4785000000-E 1 C53 WHITE SOLID LANE LINE (12")CAP 4785000000-E 1 C54 3 FT. - 9 FT./SP WHITE MINISKIP (12")CAP 4785000000-E .25 C55 3 FT. - 3 FT./SP WHITE MINISKIP (12") (Roundabouts only)CAP 4785000000-E .5 C60 WHITE LINE, RR X (16")CAP 4790000000-E 1 C61 WHITE STOPBAR (24")CAP 4795000000-E 1 C62 WHITE CROSSWALK LINE (24")CAP 4795000000-E 1 C70 LEFT TURN ARROW CAP 4805000000-E 1 C71 RIGHT TURN ARROW CAP 4805000000-E 1 C72 STRAIGHT ARROW CAP 4805000000-E 1 C73 COMBO. LEFT/STRAIGHT ARROW CAP 4805000000-E 1 C74 COMBO. RIGHT/STRAIGHT ARROW CAP 4805000000-E 1 C75 COMBO. LEFT/RIGHT ARROW CAP 4805000000-E 1 C76 COMBO. LEFT/RIGHT/STRAIGHT ARROW CAP 4805000000-E 1 C77 U-TURN ARROW CAP 4805000000-E 1 C78 COMBO. LEFT/U-TURN ARROW CAP 4805000000-E 1 C79 MERGE ARROW CAP 4805000000-E 1 C80 WRONG-WAY RAMP ARROW CAP 4805000000-E 1 C81 ELONGATED STRAIGHT ARROW CAP 4805000000-E 1 C90 BICYCLE SYMBOL CAP 4805000000-E 1 C91 BICYCLE STRAIGHT ARROW CAP 4805000000-E 1 C92 BICYCLE LEFT ARROW CAP 4805000000-E 1 C93 BICYCLE CHARACTER CAP 4800000000-E 1 C94 SHARROW CAP 4805000000-E 1 C95 BICYCLE LOOP DETECTOR CAP 4805000000-E 1 COLD APPLIED PLASTIC 11/20/2019 Page 8 of 10 C100 ALPHANUMERIC CHARACTER CAP 4800000000-E 1 C101 HANDICAP PARKING CAP 4805000000-E 1 C102 12" YIELD LINE TRIANGLE CAP 4805000000-E 1 C103 24" YIELD LINE TRIANGLE CAP 4805000000-E 1 C110 FISH-HOOK STRAIGHT ARROW (90 MIL)CAP 4805000000-E 1 C111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL)CAP 4805000000-E 1 C112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL)CAP 4805000000-E 1 C113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL)CAP 4805000000-E 1 C114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL)CAP 4805000000-E 1 C115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL)CAP 4805000000-E 1 C116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL)CAP 4805000000-E 1 C117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL)CAP 4805000000-E 1 C118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL)CAP 4805000000-E 1 11/20/2019 Page 9 of 10 PAVEMENT MARKERS Symbol Description Color Transport Pay Item No. MA PERMANENT RAISED MARKER Yellow & Yellow 4900000000-N MB PERMANENT RAISED MARKER Crystal & Red 4900000000-N MC PERMANENT RAISED MARKER Yellow & Red 4900000000-N MD PERMANENT RAISED MARKER Yellow 4900000000-N ME SNOWPLOWABLE MARKER Yellow & Yellow 4905000000-N MF SNOWPLOWABLE MARKER Crystal & Red 4905000000-N MG SNOWPLOWABLE MARKER Yellow & Red 4905000000-N ML PERMANENT RAISED MARKER Crystal & Crystal 4900000000-N MO SNOWPLOWABLE MARKER Crystal & Crystal 4905000000-N 11/20/2019 Page 10 of 10 100 101 102 GV GV GV FFE=35.501 STORY LIBRARY BUILDING LEGEND PROPERTY LINE EX. PROPERTY CORNEREX DRAINAGE MANHOLE EX CATCH BASIN EX STORM SEWER (AS NOTED) EX WATER METEREX FIRE HYDRANTEX WATER VALVE EX WATER MANHOLE EX ELECTRIC MANHOLEEX UTILITY POLE EX OVERHEAD ELECTRIC EX SANITARY MANHOLE EX GRATE INLET EX LIGHT POLE EX WATER LINE EX U/G ELECTRIC E SURVEYED RIGHT-OF-WAY LINE EX LANDSCAPING EX SIDEWALK EX FENCEEX BOUNDARY LINE X EX SANITARY SEWER EX CLEANOUT EX U/G TELEPHONE LINE T EX SIGN EX BOLLARD EX FLAGPOLE EX CONTOURS EX TREE EX BUSH SURVEY BENCHMARK PROP. CONC. SIDEWALK PROP. STORM DRAIN PROP. WATER METER PROP. MILL & PAVE PROP. DOM. WATER BACK FLOW PREVENTER PROP. PERMEABLE CONCRETE PROP. STORMWATER WETLAND RELOCATED PARKING PAY STATIONPROPOSED STREET LIGHT RELOCATED POWER POLE PROP. FIRE PROP. STORM MANHOLE PROP. SANITARY LINEPROP. SANITARY MANHOLE 8" SAN. PROP. POWER LINE PROP. SMALL SWALE WM BFP REDUCED PRESSUREDETECTOR ASSEMBLY RPDA 2" W4" F PROP. CLEANOUT PROP. FIRE HYDRANTPROP. WATER VALVE BARB WIRE BW END OF INFORMATION EOI PIPE DIRECTION PD STORM MANHOLE STMHSANITARY SEWER MANHOLE SSMH LITTLE FREE LIBRARY LFL CURB & GUTTER C&G EDGE OF PAVEMENT EOP VINYL FENCE VF EEX ELECTRIC BOX EX TRANSFORMER EX TELEPHONE PEDESTAL EX FIBER OPTIC LINE F/O PROP. FIRE DEPT. ACCESS PARKING SPACE COUNT 12 TCP DIP RCP PVC CPP CLF BF TERRA COTTA PIPE DUCTILE IRON PIPE REINFORCED CONCRETE PIPE POLYVINYL CHLORIDE PIPE CORRUGATED PLASTIC PIPE CHAIN LINK FENCE BOARD FENCE PROPOSED SIGN X PROP. HEAVY DUTY ASPHALT PROP. HEAVY DUTYREINFORCED CONCRETE PROP. LANDSCAPE PAVERS FHFH WV SCO 19 20 T E LP T D PROP. RIP-RAP "GRASS-PAVE" SYSTEM PROP. TEE FITTINGPROP. BEND FITTINGPROP. REDUCER PROP. FIRE DEPT. ACCESSREINFORCED CONC. PAVERS C-201 GRADING PLAN c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGEPROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER 514.18349.00 10/19/2023 NORTHCHASE BRANCHLIBRARY ISSUE FOR ISSUE DATE NO.REASON DATE 100% Design Development PREPARED FROM INFORMATION PROVIDEDBY THE CONTRACTOR CONSTRUCTING THEPROJECT. DESIGNER DOES NOT WARRANTTHE INFORMATION HEREIN TO BECOMPLETE, ACCURATE, OR ALLENCOMPASSING. RECORDDRAWINGS PRELIMINARYNOT FOR CONSTRUCTION JD CD NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION GH w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are theproperty of Little Diversified ArchitecturalConsulting. The reproduction, copying or otheruse of this drawing without their written consentis prohibited and any infringement will be subjectto legal action. 410 Blackwell Street, Suite 10Durham, NC 27701(919) 474-2500 Little B 1 234567 A C D E F 4400 NORTHCHASEPKWY NEWILMINGTON, NC 28405 VICINITY MAP HOME OFFICE119 BROOKSTOWN AVE., SUITE PH1WINSTON-SALEM, NC 27101336.744.1636 www.davenportworld.comNCBELS FIRM LICENSE NO. C-2522 0GRAPHIC SCALE ( IN FEET )1 inch = 30ft. 15 3030 60 GRAPHIC SCALE ( IN FEET ) 16.5° MEMORANDUM To: New Hanover County Technical Review Committee Date: 11/20/23 Subject: Northchase Public Library Comments: • Label all radius. • Provide turning templates of the largest design vehicle to access the site. • Show ADA detectable warning pad at the crosswalk. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: BP-546 College Rd Multiuse Path Location: Along College Rd from NE Northchase Parkway to Gordon Rd Construction Year: 2030 New Hanover County CTP: N/A TIA: Development has an approved TIA waiver from New Hanover County. 251 Emerald Lake Drive E – Smith Creek Park Expansion – TRC Comments To: Mindy Arthur, Susan Hatchell Landscape Architecture, PLLC (mindy@susanhatchell.com) From: Love Ott, Current Planner Date: December 6, 2023 Egov#: SITECN-23-000045 Subject: Smith Creek Park Expansion– Major Site Plan – TRC Review Address: 251 Lake Emerald Drive The following comments have been received for the December 6, 2023, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Love Ott 910-798-7444 1. Zoning District: R-15 2. Parking a. Parking is sufficient, no minimum is required for park and recreation area. 3. Access: a. Please provide all NCDOT approvals upon receipt. Please be aware that no building permit will be issued until NCDOT has issued a Driveway Permit. 4. Tree Retention: a. Tree Removal Permit has been submitted and will be reviewed. 5. Lighting Plan a. Lighting plan is sufficient, lighting specs provided are sufficient with the UDO. 6. Landscaping and Buffer a. Transitional Buffer is sufficient. b. Parking Lot Perimeter is sufficient. c. Parking Lot Interior plantings are sufficient. 251 Emerald Lake Drive E – Smith Creek Park Expansion – TRC Comments d. Is street yard proposed for the other side of the entrance? (clouded below) e. Foundation plantings for the building- 12% based on the UDO Section 5.4.7. B.1. Please confirm the 95’ is the frontage of the building. i. Please note that foundation plantings are only required for the portion of the building that faces parking lots or internal drives aisles. In this case, only the front portion of the building. Are the clouded areas below intended to serve as foundation plantings? They certainly can. Just wanting to make sure we understand the intent. 251 Emerald Lake Drive E – Smith Creek Park Expansion – TRC Comments NHC Fire, Sunnie Batson 910-798-7464 1. The site plan looks good-- a hydrant will be required near the proposed restroom/shelter. The nearest existing hydrant is on Tupelo Drive. Unable to locate a proposed hydrant on the Utility Plan. 2. With the proposed location of the water line, either in the center island of the parking lot, or the east/right side of the road near the island at the entrance to the parking lot would be a great hydrant location. Please see below. NHC Engineering (Stormwater), Galen Jamison 910-798-7072 1. The erosion control permitting will be issued by NC DEQ DEMLR. Please submit for the permit as the design is completed. 2. A stormwater permit issued by the County is required for this project in addition to the State stormwater permit. Please submit for the permits as the design is completed. Phase 1 permitting of Smith Creek Park did not include this parcel in the permitted boundary. 3. A stormwater control measure is required to meet the NHC Stormwater Ordinance of pre-post storm attenuation for the 2, 10 and 25 year storm event. No measure could be found in the drawings. NHC Environmental Health, Dustin Fenske 910-798-7324 1. Site plan reflects connection to public water and public sewer. Proposed site improvements do not violate setbacks to any surrounding properties well or septic systems. CFPUA, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer available. 4. CFPUA Meter Sizing Form will be required. 251 Emerald Lake Drive E – Smith Creek Park Expansion – TRC Comments WMPO, Jamar Johnson 910-343-3915 1. No Comment NCDOT, Nick Drees 910-398-9100 1. No Comment Army Corps of Engineers, Brad Shaver 910-251-4611 1. No Comment New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County TRC Plan Review - 2018 NC Fire Code SITECN-23-000045 – NHC Smith Creek Park Expansion Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26 Required for Plan Review Submittal • The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Fire Marshal’s Office. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. • Any building with a generator or aboveground storage tank (AST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 showing all applicable distances as required from those specific requirements. • Any plan involving an underground storage tank (UST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements. This plan shall also show all vent lines. • Per NCFC 503.6, submit for review the details and manufacturer information for the gate across the fire department access road. Include both the UL and ASTM Listing in the documentation attachments for approval. This review shall include the written approval of the Fire Chief or any New Hanover Deputy Fire Marshal and any additional details of approval during this review process. (EMBEDDED ON PLANS) (WRITTEN TRC APPROVAL) • Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. This report shall be submitted by a P.E. and include the stamp of the submitting individual on the report. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County Accessibility • All new structures must comply with Appendix J of the NC Fire Code, Building Information Signs. An example can be provided upon request. • Fire apparatus access roads are required at time of construction. They are to be capable of handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may increase this width as necessary based on potential for fire apparatus response. Dead end roads greater than 150 feet in length shall require an approved means for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local apparatus). • Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). • Fire apparatus access roads that access commercial buildings greater than 30 feet in height are to be a minimum of 26 feet wide, be capable of handling the weight of aerial fire apparatus (100,000 lbs.) and be passable in all weather conditions. • Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking is desired the minimum road width shall be increased, contact the fire code official for further information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall. Commercial buildings shall have fire lanes marked (Chapter 5) • Fire apparatus access roads shall provide access to within 150 feet of each side of the first-floor exterior walls unless the building is equipped throughout with an approved automatic sprinkler system then the distance increases to 200 feet (Chapter 5). If these options are not selected, please contact the fire code official and fire department for guidance. • A secondary fire apparatus access road may be required if an impairment of a single fire apparatus access road would limit access under emergency conditions. Secondary access may also be required to facilitate evacuation during a natural or man-made disaster Chapter 5 and Appendix D). • Gates on fire apparatus access roads are discouraged due to the delay in response. If gated access is deemed necessary it shall be either staffed with personnel 24 hours per day every day, 365 New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County days of the year or must include KNOX key bypass switch and siren activation (both). (Chapter 5). • Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated during the Technical Review (TRC). • Fire lanes shall be a minimum of 18 feet wide and 14 feet vertical clearance feet including trees, canopies, bridges, etc. and must be marked. • Key Boxes (KNOX Boxes) o Required if structure is required to have a fire alarm system or automatic sprinkler system. o Knox Box required at/adjacent to the front (main) entrance, at an elevation of 5 ft, +/- 6 in. A KNOX box(es) is(are) required at the exterior access nearest the fire sprinkler riser(s). Larger facilities may require additional key boxes. All key box locations must be shown on the building plans. All key boxes are required to be installed prior to final inspection. o The customer may order online from Knox. • Premises identification is required. Address and or unit numbers are required on the street side as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6 inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. Water Supply (Chapter 5 and Appendix C) • If a water supply is required for fire protection a fire hydrant system or other means approved by the fire code official must be present prior to beginning construction and be maintained operable during the construction period. (For construction, fire dept. water shuttle counts as long there is a fill site within range) • An engineered fire low calculation indicating the available fire flow shall be submitted to the Fire Marshal’s Office during plans review. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • If an approved water supply capable of supplying the required fire flow for fire protection is available, fire hydrants shall be provided. • If the approved water supply is not capable of supplying the required fire flow for fire protection a private system shall be engineered to meet the required fire flow for both automatic sprinkler systems and fire hydrants. • Fire Hydrants o All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Further information on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. o All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. o Fire hydrants in general residential areas shall be installed so that all insured properties are within 500 feet of a hydrant (hydrant spacing approximately 1000 feet apart along a fire apparatus access road, installed at intersections where possible). The first fire hydrant should be installed at or near the entrance to the residential area. o Additional fire hydrants may be required by the fire code official based on the type of hazard or use of the protected structure. (Appendix C) o Fire hydrants should be located 50 feet or more from the structure they protect. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County o A hydrant will be required near the proposed restroom/shelter. The nearest existing hydrant is on Tupelo Drive. Unable to locate a proposed hydrant on the Utility Plan. o With the proposed location of the water line, either in the center island of the parking lot, or the east/right side of the road near the island at the entrance to the parking lot would be a great hydrant locations. Please see photo below. Demolition o All demolition work must comply with Chapter 33. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: November 29, 2023 Subject: Smith Creek Park Phase 2A ________________________________________________________________________ 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. Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (attached) for submittal requirements (Documents, details, and plans). A NCDOT Encroachment Agreement is required for any utility connections or installations within NCDOT right-of-way. Site Plan Comments: Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. A detour plan may need to be submitted due to the proposed utility work within the right- of-way. The intersection will need to be milled and filled due to the proposed utility work. 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 of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •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 •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site 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. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information 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 Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit 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 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)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 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)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) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)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) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)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 •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)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 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)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 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION H/CVAN H/C N/FNEW HANOVER COUNTYPIN: 3149-56-3801.000DB 5570 PG 857 N/FHAWTHORNE AT SMITH CREEKAPARTMENTS LLCPIN: 3149-34-3939.000DB 6265 PG 1120 N/FCLEARWATER PRESERVE HOAINCPIN: 3149-65-1839.000DB 6052 PG 1052 N/FGORDON ROAD OWNERS ASSNPIN: 3149-54-4569.000DB 6051 PG 1368 N/FGORDON ROAD OWNERS ASSNPIN: 3149-54-4569.000DB 6051 PG 1368 N/FKEVIN HARLA JOHNSONPIN: 3149-54-6634.000DB 6132 PG 2369 N/F MDM P R O P E R T I E S L L C PIN: 3 1 4 9 - 5 4 - 7 6 1 6 . 0 0 0 DB 6 3 4 5 P G 2 5 6 4 N/FEMMANUEL B . I B A R R A PIN: 3149-5 4 - 6 8 2 8 . 0 0 0 DB 6509 PG 1 2 5 5 N/FDERRICK DA N A B L A N K S PIN: 3149- 5 4 - 6 8 9 5 3 . 0 0 0 DB 6090 PG 5 6 8 N/FMATTHEW P. R A Y a n d JENNIFER M . R A Y PIN: 3149- 5 4 - 6 9 8 9 . 0 0 0 DB 6464 P G 1 6 3 3 N/FJEAN B. C A B A N T O U S a n d TRICIA SMI T HPIN: 3149-55- 7 0 1 4 . 0 0 0DB 6513 PG 4 1 N/FKASSIE M . C O L E Y PIN: 3149- 5 5 - 7 1 4 0 . 0 0 0 DB 6258 P G 1 9 5 1 N/FMARIA E. CR E S P O PIN: 3149-55- 7 1 8 5 . 0 0 0DB 6188 PG 2 1 8 7 N/FSTEPHANIE E T V I R S M I T H PIN: 3149-55- 8 2 0 1 . 0 0 0DB 6448 PG 9 0 9 N/FRONALD J . B O W S E R a n d NICOLE L. B O W S E R PIN: 3149 - 5 5 - 8 2 3 6 . 0 0 0 DB 6118 PG 8 6 5 N/FSEAN HEAT H E R R O S S PIN: 3149- 5 5 - 8 3 6 1 . 0 0 0 DB 6567 P G 2 3 5 9 N/FJAMES V. CO L A N G E L O J R . a n d SUZANNE M. C O L A N G E L O PIN: 3149- 5 5 - 9 3 0 7 . 0 0 0 DB 6122 P G 2 1 0 1 N/FMICHAEL PI R O Z Z I PIN: 3149-55 - 9 4 3 2 . 0 0 0 DB 6374 PG 1 1 8 2 N/FTHU V DE TRUONG andTRAN T. TRUONGPIN: 3149-55-9459.000DB 6088 PG 1985 N/FCHASE BRITTIANY BARDENPIN: 3149-55-9565.000DB 6094 PG 1624 N/FPHILIP J. ROSE andMAGGIE H. ROSEPIN: 3149-55-9681.000DB 6079 PG 268 N/FFRANK E. FORTEPIN: 3149-55-9698.000DB 6076 PG 1957 N/F GR E G O R Y G . T H O M P S O N a n d JAMI E K . T H O M P S O N PIN: 3 1 4 9 - 6 5 - 3 8 6 7 . 0 0 0 DB 6 1 1 3 P G 1 9 9 N/F KR I S T I N A S A U N D E R S PIN : 3 1 4 9 - 6 5 - 4 8 3 9 . 0 0 0 DB 6 3 8 2 P G 3 5 N/F LEN O R S E T . M C K E N Z I E a n d ELI Z A B E T H A . M C K E N Z I E PIN : 3 1 4 9 - 6 5 - 4 9 9 0 . 0 0 0 DB 6 1 4 7 P G 1 1 3 1 N/FALEXANDRA V. CAVASOS andAARON M. CAVASOSPIN: 3149-54-2670.000DB 6503 PG 1452 N/FDAWN O. SIMMONSPIN: 3149-54-1775.000DB 1350 PG 1752 N/F MIC H A E L A . A L T I L I O PI N : 3 1 4 9 - 5 4 - 7 7 6 2 . 0 0 0 DB 6 3 4 5 P G 2 5 4 5 N/F KE V I N A . H A L L PI N : 3 1 4 9 - 5 4 - 8 7 1 6 . 0 0 0 DB 6 0 9 8 P G 2 4 3 0 N/FJERONE E. KAHAMPIN: 3149-54-0741.000DB 1452 PG 882N/FJOE CHARLES HRSPIN: 3149-44-8747.000DB 9907 PG 1790 N/FHATTIE W. SCHMIDTPIN: 3149-44-7806.000DB 5318 PG 970N/FDAWN O. SIMMONSPIN: 3149-44-5853.000DB 6332 PG 1375 N/FCLEARWATERPRESERVE HOA INCPIN: 3149-54-6811.000DB 6052 PG 1052 LAKE E M E R A L D D R IVE E . UC UC UC UC FO FO FO FO FO FO UE UE UE UE UE UE UE UE UE UEUE UEUE UE UE UE UE UE W W SS SS SS SS SS SS SS SS SS SS UE UE UE UE UE FO TUPELO DRI V E Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGSNOT FOR CONSTRUCTION 10/24/23 SW-1 12060 240 SCALE: 1" = 120' - 0" NAD 83 NC GRID 0 OV E R A L L SI T E P L A N SHEETSSW-7 & C-1.2 PROPOSEDPARKING LOTPROPOSEDRESTROOM& SHELTER PROPOSED 8' WIDE ASPHALT MULTI-USE PATH SHEETSSW-8 & C-1.3 SHEETSSW-6 & C-1.1 SHEETS SW-5 & C-1.0 40'-WIDE DRAINAGEEASEMENTDB 5940 PG 1175 AAAA N/F DERRICK DANA BL A N K S PIN: 3149-54-68953 . 0 0 0 DB 6090 PG 568 PARK SIGN ~TOE OF SLOPE~ WOOD FENCE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 8"W 8"W 8"W 8"W EX. VALVE EX. ARV > > > > > > > > > > > > > > > > > > > > > SD > > > > > > > > > > > PR O P E R T Y L I N E PROPERTY L I N E W W W W W W W W W W W W W W W W W W S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS P R O P . 1 , 0 2 6 T O T A L L F 2" S D R 9 W A T E R S V C PR O P . 2 6 8 . 2 0 L F @ 0 . 6 0 % 6" P V C S C H 4 0 PRO P . 3 9 3 . 1 0 L F @ 0 . 6 0 % 6" P V C S C H 4 0 INSTALL 2" WATERSERVICE 2' BENEATHSTORM PIPE C/O PROP. SS MH 3RIM EL = 37.20INV. IN EL. = 30.37 PROP. 77.50 LF@ 0.60% 6" DIP C-2.0 4020 80 SCALE: 1" = 40' - 0" NAD 83 NC GRID 0 MATCHLINE - SEE SHEET C-2.1 SHEET KEY UT I L I T Y P L A N EN G I N E E R S C O N S T R U C T I O N M A N A G E R S P L A N N E R S S C I E N T I S T S RE S P O N S I V E P E O P L E C R E A T I V E S O L U T I O N S P: ( 9 1 9 ) 8 7 8 - 9 5 6 0 NC L I C E N S E N O . F - 0 1 1 2 60% DESIGN DEVELOPMENT DRAWINGSNOT FOR CONSTRUCTION C-2.0 INSTALL INSIDE DROP ATEX. MANHOLE EX. RIM EL. = 41.65EX. INV. IN EL. (S) = 23.26EX. INV. OUT EL. (W) = 23.18 PROP. DROP MH PIPEINLET INV. EL. = 28.29 ADD 2" SERVICE TAP,SHUTOFF VALVE PROP. SS MH 4RIM EL = 43.10INV. IN EL. = 28.76 C-2.1 INSTALL 2" METER INSTALL 2" BACKFLOWPREVENTER LA K E E M E R A L D D R . DRAFT MEMORANDUM To: New Hanover County Technical Review Committee Date: 11/20/23 Subject: Smith Creek Park Expansion Comments: • Please clarify if multiuse path is primarily for walking traffic. It is recommended to increase multiuse path width to 10’ per NCDOT, FHWA, AASHTO, and NACTO guidelines. • Please confirm width of pavement at connection to the intersection of Tupelo Dr and Lake Emerald Dr. Site visit determined width of pavement to be 32’. • Show dimensions for ADA parking stalls and the access aisle. • Show ADA detectable warning pad at pedestrian access aisle. • Recommend providing signage to indicate pedestrians at site entrance at Lake Emerald Dr. • Recommend using one of the listed pavement designs for greenways from NCDOT memo. See attached. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips ITE 411 Public Park 85.01 Acres 143 17 22 The Proximity at Blue Clay – Preliminary Plan Major Subdivision – TRC Review Page | 1 To: Dry Pond Partners LLC (hill@cameronco.com) Hunter Oglesby, Blue Ridge Development Services (hoglesby@blueridgecompanies.com) From: Zach Dickerson Senior Planner Date: December 6, 2023 PID#: R07100-004-004-000 Egov# SUBPP-23-0006 Subject: Whiskey Branch – Apartments and Townhomes – TRC Review The following comments have been received for the December 6, 2023 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. Zoning – PD 2. Use: a. Residential – Single Family Attached, 50 units & Multi-Family Apartment Units b. Please confirm the number of multi-family units proposed. 3. General comments a. Please note PD rezoning condition 2D, “Sidewalks will be provided along both sides of roads within the development at a width of five feed (5’), except for portions of roads adjacent to the “Utility Easement” depicted on the MDP Master Plan, where sidewalks will be limited to one side of the road.” – Per this condition, it appears that sidewalks would be required at the areas indicated in red bubble below. Whiskey Branch Townhomes & Apartments – Preliminary Plan Major Subdivision – TRC Review Page | 2 b. Please include total acreage of open space for this phase of the project in the site data table. c. Suggestion: Add a note to the plans specifying the areas labeled as Game and Dog Park are included in the open space calculations. It may be good to just leave them named as “Open Space” rather than stating on these plans that they’re going to be a Dog Park/Pickleball/Bocce Ball area. d. Please note that approval of the preliminary plans must be given prior to applying for Final Plat. 4. Parking a. Do the townhome units have garages? b. It appears that parking for the multi-family portion is in excess of what is required, but confirmation of number of multi-family/apartment units will help determine exactly how much parking is in excess. c. Suggestion: for parking that is in excess of what is required, please consider using pervious pavement. 5. Tree Removal/Retention: a. Tree Removal Permit TR-21-000027 has already been granted for this development. 6. Lighting: a. 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. b. When 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. Landscaping: a. Please confirm the 17.82 acreage disturbed for this portion of the development- this would require 267 trees be planted or retained per UDO Section 5.4.2.B. Whiskey Branch Townhomes & Apartments – Preliminary Plan Major Subdivision – TRC Review Page | 3 b. Please note that foundation plantings are required for all portions of a building facing parking or internal drive aisles, only multi-family in this project. This all looks like it’s being met with the exception of the west side of Building #6. 8. 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. 9. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the approval. Evidence of approval shall accompany the application for building permit. Fire Services, Sunnie Batson 910-798-7464 1. Apparatus access widths as shown on Truck-17 overlay are acceptable. 2. Hydrant placement will depend on FDC locations on the buildings. Hydrants must be within 100’ of every FDC. 3. Please see appendix for other NHC Fire comments. NHC Engineering, Galen Jamison 910-798-7072 1. A revision to the stormwater permit (STMW-22-0041) issued by the County is required for this project. Please submit for permit application documents to gjamison@nhcgov.com as the design is completed. 2. Please contact the State for the stormwater permit modification requirements. 3. A revision to the land disturbance permit (LNDP-21-00042) issued by the County is required for this project. Please submit for permit application documents to gjamison@nhcgov.com as the design is completed. Environmental Health, Dustin Fenske 910-798-6732 1. Submitted site plan reflects connection to public water. Proposed infrastructure does not violate setbacks to any surrounding properties wells. 2. Submitted site plan reflects connection to public sewer. Proposed infrastructure does not violate setbacks to any surrounding properties septic systems. 3. Site plan shows a public pool and clubhouse. Prior to building permit issuance a Public Swimming Pool application/plans must be submitted to NHC Environmental Health. Addressing, Katherine May 910-798-7443 1. Working with emergency services to determine the best layout for the named streets- there will be at least 3 named streets, possibly more. 2. Please contact me for the addresses following TRC approval. Whiskey Branch Townhomes & Apartments – Preliminary Plan Major Subdivision – TRC Review Page | 4 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 via mainline extensions. 4. Apartments to be served by master meter. 5. CFPUA Meter Sizing Form will be required NCDOT, Nick Drees 910-398-9100 1. See appendix WMPO, Jamar Johnson 910-473-5130 1. See appendix Brad Shaver USACOE Brad.E.Shaver@usace.army.mil 1. The Corps is aware of jurisdictional ditches on the property and it appears they are slated to be impacted therefore a permit will be triggered. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison USACE, Rachel Capito NCDEMLR, Dan Sams DCM, Tanya Pietila New Hanover County Schools, Laura Severt New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County TRC Plan Review - 2018 NC Fire Code SUBPP-23-0006 – Whiskey Branch Townhomes and Apartments Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26 Required for Plan Review Submittal • The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Fire Marshal’s Office. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. • Any building with a generator or aboveground storage tank (AST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 showing all applicable distances as required from those specific requirements. • Any plan involving an underground storage tank (UST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements. This plan shall also show all vent lines. • Per NCFC 503.6, submit for review the details and manufacturer information for the gate across the fire department access road. Include both the UL and ASTM Listing in the documentation attachments for approval. This review shall include the written approval of the Fire Chief or any New Hanover Deputy Fire Marshal and any additional details of approval during this review process. (EMBEDDED ON PLANS) (WRITTEN TRC APPROVAL) • Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. This report shall be submitted by a P.E. and include the stamp of the submitting individual on the report. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County Accessibility • All new structures larger than 7,500 square feet must comply with Section 510 of the NC Fire code. An Emergency Responder Radio Coverage (ERRC) survey must be conducted, and results given to the New Hanover County Fire Marshal’s Office Fire Plan Reviewer. All buildings that are more than one story, underground, windowless or buildings with a basement must complete an ERRC survey. (It is highly recommended that a pre-construction survey be conducted, however a pre-construction survey is not required). • All new structures must comply with Appendix J of the NC Fire Code, Building Information Signs. An example can be provided upon request. • Fire apparatus access roads are required at time of construction. They are to be capable of handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may increase this width as necessary based on potential for fire apparatus response. Dead end roads greater than 150 feet in length shall require an approved means for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local apparatus). o **Truck 17 overlay submitted for review and widths are acceptable. • Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). • Fire apparatus access roads that access commercial buildings greater than 30 feet in height are to be a minimum of 26 feet wide, be capable of handling the weight of aerial fire apparatus (100,000 lbs.) and be passable in all weather conditions. • Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking is desired the minimum road width shall be increased, contact the fire code official for further information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall. Commercial buildings shall have fire lanes marked (Chapter 5) • Fire apparatus access roads shall provide access to within 150 feet of each side of the first-floor exterior walls unless the building is equipped throughout with an approved automatic sprinkler system then the distance increases to 200 feet (Chapter 5). If these options are not selected, please contact the fire code official and fire department for guidance. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • A secondary fire apparatus access road may be required based on the size of the project 62,000 sqft, or 3 stories or 30ft in height) or if an impairment of a single fire apparatus access road would limit access under emergency conditions. Secondary access may also be required to facilitate evacuation during a natural or man-made disaster Chapter 5 and Appendix D). • Gates on fire apparatus access roads are discouraged due to the delay in response. If gated access is deemed necessary it shall be either staffed with personnel 24 hours per day every day, 365 days of the year or must include KNOX key bypass switch and siren activation (both). (Chapter 5). • Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated during the Technical Review (TRC). • Fire lanes shall be a minimum of 18 feet wide and 14 feet vertical clearance feet including trees, canopies, bridges, etc. and must be marked. • Key Boxes (KNOX Boxes) o Required if structure is required to have a fire alarm system or automatic sprinkler system. o Knox Box required at/adjacent to the front (main) entrance, at an elevation of 5 ft, +/- 6 in. A KNOX box(es) is(are) required at the exterior access nearest the fire sprinkler riser(s). Larger facilities may require additional key boxes. All key box locations must be shown on the building plans. All key boxes are required to be installed prior to final inspection. o The customer may order online from Knox. • Premises identification is required. Address and or unit numbers are required on the street side as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6 inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. • Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire detection/protection equipment must be identified with signage (Chapter 5). • Generator and solar installations shall be in accordance with Chapter 6. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County Water Supply (Chapter 5 and Appendix C) • If a water supply is required for fire protection a fire hydrant system or other means approved by the fire code official must be present prior to beginning construction and be maintained operable during the construction period. (For construction, fire dept. water shuttle counts as long there is a fill site within range) • An engineered fire low calculation indicating the available fire flow shall be submitted to the Fire Marshal’s Office during plans review. • If an approved water supply capable of supplying the required fire flow for fire protection is available, fire hydrants shall be provided. • If the approved water supply is not capable of supplying the required fire flow for fire protection a private system shall be engineered to meet the required fire flow for both automatic sprinkler systems and fire hydrants. • Fire Hydrants o All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Further information on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. o All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. o Fire hydrants in mixed use and commercial areas shall be installed so that all insured properties are within 250 feet of a hydrant (hydrant spacing approximately 500 feet apart along fire apparatus access roads and preferably located at intersections when possible). o Fire hydrants for industrial and manufacturing areas shall be installed so that all structures are within 250 feet of a fire hydrant; distances may be adjusted more or less based on approval of the fire code official and based on the hazards present. o Additional fire hydrants may be required by the fire code official based on the type of hazard or use of the protected structure. (Appendix C) New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County o Fire hydrants should be located 50 feet or more from the structure they protect. **Submitted hydrant locations will be subject to FDC placement on the buildings. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • Fire Department Connections (FDC) o Fire Department connections shall utilize 5-inch Storz connections with a 30 degree down angle. Remote FDC’s are discouraged. o A fire hydrant shall be located no less than 50 feet from the structure and no greater than 100 feet from the fire department connection. For buildings with multiple fire department connections, each one shall have a dedicated fire hydrant. o The fire department connection shall be located so that the fire apparatus and the hoses connecting it to the fire hydrant and to the fire department connection do not obstruct access to the buildings for other fire apparatus. o Fire department connections shall not be obstructed by fences, bushes, dumpsters, utilities, or vehicles. o Fire department connections are to be unobstructed with 36 inches clearance to both sides and 78 inches vertically. o An audible/visual device indicating water flow or fire alarm activation shall be located above the fire department connection. o The fire department connection shall be labeled with code compliant signage indicating the type of connection and where more than one fire department connection exists additional signage is required to indicate the area protected. o Emergency Operations Staging Areas, 4 ft x 10 ft area out of the travel path at each standpipe location. Must be marked with signage “Fire Equipment Staging Area – Keep Clear at All Times”. o Details can be found in NC Fire Code Chapter 36. Demolition o All demolition work must comply with Chapter 33. OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SITE BENCHMARK: NAIL SET ELEV. 28.66' DATUM: NAVD '88 OUTPARCEL B ±1.18 AC OUTPARCEL C ±1.15 AC SF AMENITY ±0.54 AC OUTPARCEL D ± 1.12 AC 40 ' B U F F E R 40' B U F F E R LANDS N/F PARCEL #2 222,302 SQ.FT. ± 5.10 AC. ± 40' B U F F E R PH A S E 3 PH A S E 1 LANDS N/F PARCEL #1 619,432 SQ.FT. ± 14.22 AC. ± EXISTING 10' UTILITY EASEMENT PH A S E 1 BOUNDARY LINE (TYP.) PR. PHASE LINE (TYP.) BU F F E R W I D T H V A R I E S 20' B U F F E R (55 ' P U B L I C R I G H T - O F - W A Y ) IV E Y B R I D G E L A N E CO N D O R R U N ELECTRI C A V E N U E PR. TIE-IN LOCATION FOR PHASE 3 SANITARY SEWER PH A S E 3 PR. TIE-IN LOCATION FOR PHASE 3 & PHASE 1 WATER PR. TIE-IN LOCATION FOR PHASE 1 SANITARY SEWER PH A S E 2 PH A S E 1 W.M . 8W 8W 8W 8W 8W 8W 8W 8 W 8W 8W 8W 8W 8W 8W F.H . W.V . W. V . B. O . 8W8W8W8W W W W W WWWW 8W W B.O . F.H. F. H . F. H . F.H. W. V . 8W 8W 8W 8W 8W 8W 8W W. V .W. V . 8W8W 8W 8W 8W 8W W. V . W W W W W W W W.M . W.M. W. M . W. M . W. M . W.M. W. M . W. M . W.M. W.M. W.M. W. M . W.M. W. M . MM W.M. W.M. 8W8W8W8WWWWW W. M . S-BU S - 4 0 - L a r g e S c h o o l B u s ( 8 4 p a s s . ) S-B U S - 4 0 - L a r g e S c h o o l B u s ( 8 4 p a s s . ) S-B U S - 4 0 - L a r g e S c h o o l B u s ( 8 4 p a s s . ) S-B U S - 4 0 - L a r g e S c h o o l B u s ( 8 4 p a s s . ) S-BUS-40 - Large School Bus (84 pass.) S-BUS-40 - Large School Bus (84 pass.) S-BU S - 4 0 - L a r g e S c h o o l B u s ( 8 4 p a s s . ) NEXUS 0 S COLLEGE ROAD BRANCH WILMINGTON, NC NEW HANOVER COUNTY WHISKEY 09/01/2023 2023047.00 CONCEPT 1 1" = 60' North Carolina 309 South Governors Avenue Dover, DE 19904 302.734.7950 312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100 Maryland www.beckermorgan.com Delaware A E R N C G H I I N T E E E C R T I U N G R E 910.341.7600 Wilmington, NC 28403 3333 Jaeckle Drive, Suite 120 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700 .PDF MEE MDS FIRE-TRUCK PATHS . . . ... . 2023-09-05 DRAWN BY: DATE: PROJECT NO.: COPYRIGHT 2023 MARK DATE DESCRIPTION ISSUE BLOCK PROJECT TITLE SHEET TITLE SCALE: SHEET PROJ. MGR.: TRUCK PATHS-FIRELAYER STATE: SCALE: 1" = 60' 0 30 60 120 Do Not Explode - Select Scale N . 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: November 29, 2023 Subject: Nexus Whiskey Branch Subdivision ________________________________________________________________________ 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. Comments: Driveway Permit: • A NCDOT Driveway Permit was approved for this site on September 16, 2022. • Cover letter and plan sheet attached for your records. Traffic Impact Analysis: • Per the approved phased TIA (Revised August 14, 2020) roadway improvements are required with this phase (phase 1B, includes phase 1A also). • NC 132 (South College Road) at Site Drive 3 (proposed RIRO): o Construct the site access with one ingress and one egress lane. o Restrict the westbound approach to right-in/right-out. o Provide stop control for the westbound approach. o Construct a northbound right turn lane with 400 feet of storage, 50 feet of full-width deceleration and appropriate taper. o Provide a minimum of 400 feet of internal protected stem. • The full buildout will require additional roadway improvements. 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 o Refer to the approved TIA. Site Plan Comments: Show the roadway improvements on the site plan. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • 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. Label the internal protection stem length for the proposed driveway connection. • Measured from the right-of-way line. • Per the approved TIA this should be 400’ This development is located within TIP U-5702B. 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-5702B is proposed as a divided facility with three thru lanes in each direction with intersection improvements and access management. 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 IVE Y B R I D G E L A N E (55' P U B L I C R I G H T - O F - W A Y ) SITE BENCHMARK:NAIL SETELEV. 28.66'DATUM: NAVD '88 EIP OUTPARCEL B±1.18 AC OUTPARCEL C±1.15 ACN.C . H I G H W A Y 1 3 2 - S . C O L L E G E R O A D WHISKEY BRANCH DRIVE CON D O R R U N ELECTRIC AV E N U E OUTPARCEL D± 1.12 AC WHI S K E Y B R A N C H D R I V E TINA CT WHI S K E Y B R A N C H D R I V E 20 0 ' P U B L I C R . O . W . 30' DISTRIBUTION LINEEASEMENT-DUKE ENERGY 50' DISTRIBUTION LINE EASEMENT-DUKE ENERGY ROAD ROW EDGE OF PAVEMENT PARCEL #2222,302 SQ.FT. ±5.10 AC. ± EXISTING 10'UTILITY EASEMENT PR. IRRIGATIONSUPPLY WELL PARCEL #1619,432 SQ.FT. ±14.22 AC. ± EXISTING 10'UTILITY EASEMENT BOUNDARY LINE (TYP.) SIGNAGE POOL DOG PARK MAINTENANCE& CAR WASH WASTE &RECYCLING CARRIAGEUNITS - 6 PERGOLA PICKLEBALLCOURT AREA CARRIAGEUNITS - 6 CARRIAGEUNITS - 6 20' B U F F E R 24' 9'18' 30' 24 ' 24' 24' 24' 24' 24' 24' 24'24' 24' 9' 18' 9'18' 18' 9' 9' 18' 18' 9' 18' 9' 9'16' 28.5' 18' 19.8 ' 12 ' 24' 16 ' 18' 18 ' 9' 9' 18' 9' PH A S E 1 20' B U F F E R 11 12 11 1111 11 10 12 12 13 13 13 14 13 13 11 11 14 14 9 12 15 121212 8 76 3 2 3 3 15 12 14 3 5 11 11 11 1 7 6 10 10 5 10 10 10 BOCCE BALLCOURT AREA 9' 24' 24' 24' 24' 22 ' 20' SETBACK 9' 18' BUILDING #519,460 S.F. TOWNHOME #1-6 TOW N H O M E # 7 - 1 2 TOWNHOME #13-16 TOWNHOME #17-20 TO W N H O M E # 3 0 - 3 4 TOW N H O M E # 4 5 - 5 0 TOW N H O M E # 3 5 - 4 0 TOW N H O M E # 4 1 - 4 4 TO W N H O M E # 2 5 - 2 9 TOWNHOME #21-24 MAILKIOSK BUILDING #611,990 S.F. BUILDING #120,115 S.F. BUILDING #2AND CLUBHOUSE18,107 S.F. BUILDING #37,930 S.F. BUILDING #417,930 S.F. POOLHOUSE MAILKIOS K FUTURE MIXED-USEDEVELOPMENT N.C . H I G H W A Y 1 3 2 - S . C O L L E G E R O A D WHISKEY BRANCH DRIVE CON D O R R U N ELECTRIC AV E N U E WHI S K E Y B R A N C H D R I V E TINA CT WHI S K E Y B R A N C H D R I V E 20 0 ' P U B L I C R . O . W . 14.5 ' BOUNDARY LINE (TYP.) 50' PRIVATE R.O.W.PUBLIC UTILITY EASEMENT 50' P R I V A T E R . O . W . PUB L I C U T I L I T Y E A S E M E N T SE A F O R T H D R I V E 50 ' P R I V A T E R . O . W . PU B L I C U T I L I T Y E A S E M E N T NEXUS 0 S COLLEGE ROAD BRANCH WILMINGTON, NC NEW HANOVER COUNTY WHISKEY 10/26/2023 2023047.00 C-201 1" = 60' North Carolina 309 South Governors AvenueDover, DE 19904302.734.7950 312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100 Maryland www.beckermorgan.com Delaware  910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120 The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700 .PDF MEE M.D.S. SITE PLAN ... .... \\bmgilm01\Cad\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC-MEE.dwg, Nov 01, 2023 - 12:19pm 2023-11-01 DRAWN BY: DATE: PROJECT NO.: COPYRIGHT 2023 MARK DATE DESCRIPTION ISSUE BLOCK PROJECT TITLE SHEET TITLE SCALE: SHEET PROJ. MGR.: C-201LAYER STATE: SCALE: 1" = 60' 0 30 60 120 . GENERAL NOTES: TOTAL PHASE 1 PARKING SPACES (INCLUDING CARRIAGE UNITS): 492TOTAL IMPERVIOUS COVER (EXCLUDING PHASE III): 449,528 S.F. 10.32 AC STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J. ERIC BOYETTE GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5501 BARBADOS BLVD. CASTLE HAYNE, NC 28429 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5501 BARBADOS BLVD. CASTLE HAYNE, NC 28429 S eptember , 2022 Bruce Cameron Applicant Dry Pond Partners, LLC PO Box 3649 Wilmington, NC 28406 Subject: Permit D033-065-21-00003 for the driveway access for the full buildout of the Whiskey Branch development located South College Rd (NC 132) in New Hanover County. Dear Sir: Your request for the subject development access has been approved per the attached plans dated August 9, 2022 (sealed by Claudette M.K. Roque, P.E. and Michael D. Bywaletz, P.E. of Ramey Kemp Associates), and is subject to the following conditions and the attached Driveway Permits Standard Conditions. x This approval is for the full build and roadway improvements of the Whiskey Branch development as called out in the TIA dated August 14, 2020. x The subdivision roads are considered private and will not be maintained by NCDOT. x All steel products used within NCDOT right of way shall be made in America. x The applicant/property owner of the facility shall be responsible to perform routine maintenance of the driveway (s) to ensure all applicable concrete median islands, traffic signs and pavement markings and reflectors remain in compliance as permitted. x No obstructions shall be allowed in the location of the future right of way (10 ft X 70 ft) sight triangles. x No vehicles shall be parked within the NCDOT right of way at any time. x This permit does not provide approval for any construction outside of NCDOT right- of-way. Any construction planned or proposed outside NCDOT right-of-way shall require the developer to obtain concurrence and/or right-of-way from subject property owner and/or local government. x Due to the proposed traffic signal installation / modification for this project a Traffic Signal Agreement is required. Contact Stonewall Mathis, Division 3 Deputy Traffic Engineer at 910-341-2200 to execute a Traffic Signal Agreement. x This driveway is considered a commercial type driveway and so, shall be maintained by the property owner/developer/HOA/POA in accordance with NCDOT policy. x Any additional future proposed development and/or redevelopment of this parcel/property shall require a revised driveway permit with NCDOT. Interconnectivity between adjoining properties is recommended by NCDOT. x A $1,263,750.00 performance and indemnity bond has been posted by Highland Paving Company, LLC with the North Carolina Department of Transportation and is hereby obligated to cover roadway improvements under this driveway permit. x The bond will be held for a minimum of one year from the initial inspection and acceptance date of the roadway work within the NCDOT right-of-way. x The terms and conditions of this permit shall be incorporated into any lease or sales agreement and all lots (outparcels), including all remaining undeveloped tracts within the subject development, shall be served internally. x The developer is responsible for obtaining any and all permits and approvals necessary for the development of this project prior to commencement of any construction activities within the NCDOT right-of-way. x This driveway permit does not include any utility connections or approvals within the Right-of-Way. Such approvals are handled through a separate Encroachment Agreement. x All improvements, i.e. roadway pavement widening, traffic control, pavement markings, etc., shall be constructed in accordance the 2018 NCDOT Standard Specifications for Roads and Structures and the 2018 NCDOT Roadway Standard Drawings. x Contact Division 3 Traffic Services at 910-341-2200, for pre-pavement marking standards. Additional pavement markings and signs may be required. x Time Restriction – Night Work Only: No lane closures shall be allowed between 6:00am and 7:00pm and NO weekend lane closures. (HOURS SUBJECT TO CHANGE DUE TO TRAFFIC CONDITIONS) x No lane closures shall be allowed on State holidays and local events. x Upon completion of construction, a certification memo that has been signed and sealed as appropriate under G.S. 89C-16 by a North Carolina Professional Engineer or Professional Land Surveyor, shall be submitted to the District Engineer prior to opening the access connection for public use. Supporting documents shall be attached certifying that improvements meet the approved plan and NCDOT standards. All documentation must be dated and initialed by contractor. Verification will include QMS forms (QMS-MV1 and QMS-MV2), inspection reports, testing reports, or any supporting documentation and calculations. Verification will cover, but is not limited to: sub-grade, pavement structure, drainage and traffic control items. x A pre-construction conference is required prior to beginning construction. To schedule, contact an engineering technician at the District Office at (910) 398-9100. Sincerely, Benjamin T. Hughes, P.E. District Engineer BTH/jr/jpw ec: Kathy Stephens, New Hanover County Maintenance Engineer, NCDOT Jessi Leonard, P.E., Division Traffic Engineer, NCDOT Ron Meredith, Planner, New Hanover County Christine Bouffard, Zoning Compliance Official, New Hanover County MEMORANDUM To: New Hanover County Technical Review Committee Date: 11/20/23 Subject: Whiskey Branch Comments: • Please confirm which phase this development is associated with per the TIA approval with conditions letter dated January 14, 2021, for Whiskey Branch Development. • Show all road improvements in plans associated with this phase of the Whiskey Branch Development. • Label ADA detectable warning pads at ADA access aisles, crosswalks, and curb ramps. • Provide appropriate number of ADA parking stalls and access aisles. Include appropriate details in plans. • Show all traffic control devices on plans. Include appropriate details in plans. • Provide dimensions for sidewalk and crosswalks. NCDOT Projects: U-5702B NC 132 (College Rd) Access Management and Travel Time Improvements Location: US 117 (Shipyard Rd) to US 421 (Carolina Beach Rd) Construction Year: Unfunded at this time WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: Development has an approved TIA with conditions letter dated January 14, 2021. All listed improvements are required of the development. January 14, 2021 Mr. Rynal Stephenson, PE Ramey Kemp & Associates 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 RE: Revised Approval of the Traffic Impact Analysis (TIA) associated with the proposed Whiskey Branch Development New Hanover County The WMPO, NCDOT, and New Hanover County staffs have reviewed the Whiskey Branch TIA sealed August 2, 2019, along with TIA Addendum dated June18, 2020 and additional information received January 6, 2021. This approval is based on the following land uses as proposed in the TIA: Phase 1A (Built out) • 88 dwelling unit: Single Family Housing (LUC 210) • 82 dwelling unit: Multi Family Housing Low Rise (LUC 220) Phase 1B (Build year 2021 – includes Phase 1A) • 56 dwelling unit: Single Family Housing (LUC 210) • 48 dwelling unit: Multi-Family Housing Low-Rise (LUC 220) Phase 2 (Build year 2022 – includes Phases 1A and 1B) • 44 dwelling unit: Multi-Family Housing Low-Rise (LUC 220) • 232 dwelling unit: Multi-Family Housing Mid-Rise (LUC 221) • 24,000 SF: Shopping Center (LUC 820) Full Build (Build year 2024 – includes Phases 1A, 1B, and 2) • 120 rooms: Hotel (LUC 310) • 40,000 SF: General Office Building (LUC 710) • 10,000 SF: Shopping Center (LUC 820) • 4,000 SF: High Turnover Sit-Down Restaurant (LUC 932) • 3,500 SF: Fast Food Restaurant with Drive Through (LUC 934) Based on review of the analysis provided in the TIA report, Alternative 1 will be the required access alternative. The following improvements are required by the developer: Phase 1A – All improvements have been installed with this built out portion of the development. Page 2 of 4 Phase 1B • NC 132 (South College Road) at SR 1565 (Mohican Trail) (signalized directional crossover) o No improvements are recommended. • NC 132 (South College Road) at Site Drive 3 (proposed RIRO) o Construct the site access with one ingress and one egress lane. o Restrict the westbound approach to right-in/right-out. o Provide stop control for the westbound approach. o Construct a northbound right turn lane with 100 feet of storage, 50 feet of full-width deceleration and appropriate taper. o Provide a minimum of 250 feet of internal protected stem. • NC 132 (South College Road) at U-Turn Location (unsignalized U-turn pair) o No improvements are recommended. • NC 132 (South College Road) at Cape Fear Academy/Pinecliff Drive (signalized full movement intersection) o No improvements are recommended. • SR 1516 (Navaho Trail) at SR 1592 (Lansdowne Road) / Nicholas Creek Circle (unsignalized full movement) o No improvements are recommended. Phase 2 • NC 132 (South College Road) at Mohican Trail (signalized directional crossover) o No improvements are recommended. • NC 132 (South College Road) at Site Drive 3 (proposed RIRO) o No additional improvements required beyond Phase 1B improvements. • NC 132 (South College Road) at U-Turn Location (unsignalized U-turn pair) o Signalize the northbound to southbound U-turn. o A signal agreement is required for new signals. Contact the Division Traffic Engineer at (910) 341- 2200, to initiate a Traffic Agreement. • NC 132 (South College Road) at Site Drive 4 (proposed directional crossover) o Provide a signalized directional crossover for Site Drive 4. o A signal agreement is required for new signals. Contact the Division Traffic Engineer at (910) 341- 2200, to initiate a Traffic Agreement. o Provide site access via westbound approach with one ingress lane and one egress lane o Construct a northbound full right turn lane on S. College Road (end at Weybrige Lane) with a minimum of 300 feet of storage, 50 feet of full-width deceleration and appropriate taper. o Construct a southbound left turn lane on S. College Road with a minimum of 350 feet of storage, 50 feet of full-width deceleration and appropriate taper. o SB to NB U-turns are to be prohibited at this intersection. o Provide a minimum of 250 feet of internal protected stem. Page 3 of 4 o The opening of the median break for the new directional crossover will require a request for approval by the NCDOT State Traffic Engineer. This letter does not constitute as an approval for the proposed median break. • NC 132 (South College Road) at SR 1769 Weybridge Lane o No improvements are recommended. • NC 132 (South College Road) at Proposed U-Turn north of SR 1769 (Weybridge Lane) (proposed NB to SB U-turn) o Construct a northbound to southbound U-turn north of Weybridge Lane. Provide a minimum of 200 feet of storage, 50 feet of full-width deceleration and appropriate taper for the northbound U-turn lane. o Signalize the proposed northbound to southbound U-turn. o A signal agreement is required for new signals. Contact the Division Traffic Engineer at (910) 341- 2200, to initiate a Traffic Agreement. o The opening of the median break for the new U-turn will require a request for approval by the NCDOT State Traffic Engineer. This letter does not constitute as an approval for the proposed median break. • NC 132 (South College Road) at Cape Fear Academy/Pinecliff Drive (signalized full movement intersection) o No improvements are recommended. • SR 1516 (Navaho Trail) at SR 1592 (Lansdowne Road) / Nicholas Creek Circle (unsignalized full movement intersection) o No improvements are recommended. Full Build – All improvements have been installed with this portion of the development. If changes are made to the proposed site driveways and/or land use, 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, and New Hanover County. This approval will become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. All applicable NCDOT and New Hanover County technical standards and policies shall apply. Please contact me at 910-772-4170 with any questions regarding this approval. Sincerely, Kayla Grubb, EI Project Engineer Wilmington Urban Area MPO Page 4 of 4 Ec: James Dunlop, PE, Congestion Mgmt East Regional Engineer, NCDOT Charles Sorrell, Congestion Mgmt Project Design Engineer, NCDOT Ben Hughes, PE, District Engineer, NCDOT Jessi Leonard, PE, Division Traffic Engineer, NCDOT Eva Covarrubias, EI, Transportation Engineering Associate, NCDOT Denys Vielkanowitz, PE, City Traffic Engineer, City of Wilmington Brian Chambers, AICP, Senior Planner, City of Wilmington Mike Kozlosky, Executive Director, WMPO Scott James, PE, Transportation Planning Engineer, WMPO Brad Schuler, Senior Planner, New Hanover County