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HomeMy WebLinkAboutFawn Valley TRC Comments Fawn Valley – 6650 Myrtle Grove Rd – Major Subdivision – TRC Review Page | 1 To: James Yopp of River Road Construction Company, LLC - james@rockfordpartners.net Rodney Wright of CSD Engineering – rodney@csd-engineering.com From: Wendell E. Biddle Development Review Associate Planner Date: January 3rd 2024 TRC Review PID#: R07900-003-020-000 Egov# SUBPP-23-0007 Subject: 6650 Myrtle Grove Rd – Fawn Valley – Major Subdivision Site Plan – TRC Review The following comments have been received for the Jan 3rd, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Wendell Biddle 910-798-7068 1. General Comments – Zoning is R-15 with a proposed Performance Residential use. a. Please note that prior to final plat of this development or phasing, the HOA Covenants must be on record with the New Hanover County Register of Deeds. b. At a density of 2.5 units per acre, a total of 49 units for 19.52 acres is proposed and permitted. Please number and provide dimensions for each lot. c. Please detail the Performance Subdivision setbacks and distance between structures. d. Please detail if Fawn Valley Drive is stubbed for future connection. e. Please detail if Fawn Settle Drive is a private roadway in which permission to connect with adjacent HOA is required? Please detail if Fawn Settle Drive has legal access across the connecting road into the adjacent development. 2. Please detail the location of any traffic calming devices if used. 3. Tree Removal: a. Please detail proposed method of tree mitigation in accordance with UDO Section 5.3. Strict payment into the New Hanover County Tree Fund for 286 inches of Significant tree removal is $57,200. b. Please note that trees retained are classified as Significant and do not accrue credit against mitigation. Fawn Valley – 6650 Myrtle Grove Rd – Major Subdivision – TRC Review Page | 2 4. Please provide a detailed landscape and buffering plan detailing the requirements in accordance with UDO Section 5.4. a. Landscaping is only required for the amenity center. 5. Lighting: a. Is any lighting proposed for the development? b. Please note that with the latest update to the UDO, a lighting plan is not required at time of TRC approval. See below excerpt from Section 5.5.3: i. Information about the exterior lighting for the site that demonstrates compliance with the standards in this section shall be submitted in conjunction with an application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first, approved no later than at time of construction plan approval. c. When the lighting plan is submitted, please ensure that the foot candles from the street lights at the lot lines do not exceed 0.5, as the adjacent land is residential. 6. Signs: a. Please note that all signs are subject to Section 5.6 of the UDO. b. Please submit for sign permits prior to installation. 7. New Hanover GIS records indicate a Swamp Forest Conservation Overlay on site. Please delineate on site plan the aggregate acreage of Swamp Forest on site. a. Please refer to UDO Section 5.7.3 for Conservation Space General Performance Controls. b. Please refer to UDO Table 5.7.3.A.5: Worktable for Determining Required Conservation Space Developable Land. c. Please note UDO Section 5.7.3.E Methods for Conservation. 8. Mailbox Kiosk a. Please show location of mailbox kiosk on site plan. b. Please indicate the length and width of the pull-off area on the site plan. Fire Services, Sunnie Batson 910-798-7458 See attached. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please submit for permits as the design is completed. 2. Please contact the State for the stormwater permit requirements. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer available through mainline extension. 4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. Fawn Valley – 6650 Myrtle Grove Rd – Major Subdivision – TRC Review Page | 3 6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-398-9100 See attached. Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water and sewer. Proposed infrastructure development does not violate setbacks to surrounding properties wells or septic systems. 2. Site plan reflects connection to public water and sewer. Proposed infrastructure development does not violate setbacks to surrounding properties wells or septic systems. WMPO, Jamar Johnson 910-473-5130 See attached. Brad Shaver USACOE Brad.E.Shaver@usace.army.mil USACE issued the Jurisdictional Delineation for the Fawn Valley site and it appears based on the submitted plans there is no proposed discharge into the wetlands therefore a Corps permit should not be triggered. If plans change and a discharge is proposed, a permit would then be required. Addressing, Katherine May 910-798-7443 Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison USACE, Rachel Capito NCDEMLR, Dan Sams DCM, Tanya Pietila New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County TRC Plan Review - 2018 NC Fire Code SUBPP-23-0007 – Fawn Valley Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26 Required for Plan Review Submittal • The complete TRC/Site plans comments by fire during review shall be submitted along with the building plans for review to New Hanover County Fire Marshal’s Office. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. • Any building with a generator or aboveground storage tank (AST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 showing all applicable distances as required from those specific requirements. • Any plan involving an underground storage tank (UST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements. This plan shall also show all vent lines. • Per NCFC 503.6, submit for review the details and manufacturer information for the gate across the fire department access road. Include both the UL and ASTM Listing in the documentation attachments for approval. • Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. This report shall be submitted by a P.E. and include the stamp of the submitting individual on the report. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County *Existing Hydrant – approximate location *Interconnectivity with Fawn Settle Drive? *Interconnectivity of Fawn Valley Drive beyond Doe Place? 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 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 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 • Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking is desired the minimum road width shall be increased, contact the fire code official for further information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall. Commercial buildings shall have fire lanes marked (Chapter 5) • Gates on fire apparatus access roads are discouraged due to the delay in response. If gated access is deemed necessary it shall be either staffed with personnel 24 hours per day every day, 365 days of the year or must include KNOX key bypass switch and siren activation (both). (Chapter 5). • Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated during the Technical Review (TRC). • Fire lanes shall be a minimum of 18 feet wide and 14 feet vertical clearance feet including trees, canopies, bridges, etc. and must be marked. • 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 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 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. 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. 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 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). 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 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. • 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. 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 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: December 12, 2023 Subject: Fawn Valley ________________________________________________________________________ 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: Fawn Settle Drive: x If any damage is done by the proposed development in the public right of way those items will need to be repaired per the requirements of the District Engineer. x The current section of Fawn Settle Drive can be petitioned to be added to the state system once the subject development is constructed. o Any deficiency items within the limits will need to be repaired prior to be added. o The temporary cul-de-sac can be removed and reconstructed to match the typical section in this subdivision. NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (attached) for submittal requirements (Documents, details, and plans). 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 A NCDOT Encroachment Agreement is required for any utility connections or installations within NCDOT right-of-way. Site Plan Comments: Roadway Design: x The proposed connection will need to transition from a shoulder section to a curb & gutter system. o Include a detail showing this transition. SS FM SS FM SS FM SS FM SS FM SS FM SS F M SS FM SS FM SS FM SS F M SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS F M SS F M SS FM 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 IGH T T R IAN G LE 10 ' B Y 70 'S I GH T 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 PAVEMENT MIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINE DRIVEWAY 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 LINE DRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE NEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE NEAREST OUTFALL ELEVATION MEMORANDUM To: New Hanover County Technical Review Committee Date: 12/22/23 Subject: Fawn Valley Comments: • Please clarify why the existing sidewalk along Fawn Settle Drive will not be connected with the sidewalk in the proposed development. • Show ADA detectable warnings pads on plans. 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 210 Single Family Detached Housing 49 DU 462 34 46