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HomeMy WebLinkAbout1-8-25 TRC Agenda Packet1 TECHNICAL REVIEW COMMITTEE AGENDA January 8th, 2025 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, January 8, 2025 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: 7/11 Convenience Store – 3705 US Hwy 421 N – SITECN-24-000053 Request by Patrick Budronis of Encore Real Estate (pbudronis@encore-re.com) for a 7/11 Convenience Store with Fuel Stations. The site is located at 3705 US Hwy 421 N and is approximately 5.15 acres, zoned I-2. The Engineer is Gary Franks with Development Services GroupInc. (gfranks@dsgva.com). The case planner is Katherine May, (kmay@nhcgov.com, 910- 798-7443) Item 2: Commercial Flex Space – 6101 Castle Hayne Road – SITECN-24-000054 Request by Greg Sloan of CG Design Build Group, LLC on behalf of RWH Properties, LLC for an 11,960 commercial flex space. The site is located at 6101 Castle Hayne Road and is 1.04 acres, zoned B-2. The engineer is Nick Lauretta, PE, LEED AP with Riverview Engineering (nlauretta@rivervieweng.com). The case planner is Katherine May (kmay@nhcgov.com, 910- 798-7443). Item 3: Dunne Commerce Park – 5000 N College Road – SITECN-24-000055 Request by Kevin and Pauline Dunne, Property Owners, for a Commerce Park. This site is located at 5000 N College road and is 7.79 acres, zoned (CZD) B-2. This site went through a recent conditional rezoning, case Z24-16. The engineer is Mark Hargrove with Port City Consulting Engineers, PLLC (mark@portcityeng.com), the case planner is Amy Doss (adoss@nhcgov.com, 910-798-7571). Item 4: Cookout Restaurant – 7245 Market St – SITECN-24-000056 Request by Cookout (Roos Diner Inc) for a Cookout Restaurant. The site is located at 7245 Market St and is 1.96 acres, zoned B-2. The engineer is Michael Hicks with Sambatek NC (mhicks@sambatek.com), the case planner is Zach Dickerson (zdickerson@nhcgov.com, 910- 798-7450). Flex Space – 6101 Castle Hayne Rd – TRC Review Page | 1 To: Greg Sloan, CG Design Build Group, LLC From: Katherine May, Development Review Planner Date: January 8, 2025 TRC PID#: R01100-018-012-000 Egov# SITECN-24-000054 Subject: 6101 Castle Hayne Rd – Flex Space - TRC Review The following comments have been received for the January 8, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised site plan addressing each of the below items must be resubmitted prior to receiving site plan approval. Planning, Katherine May 910-798-7443 1. General Comments a. Zoning: B-2 b. Primary use will be for warehousing. c. Plans do not depict a Duke easement on this property. Please confirm with Bill Wilder of Duke Energy (Bill.Wilder@duke-energy.com) to get Duke approval for this site plan before proceeding with any other permits. 2. UDO Section 5.1, Parking and Loading a. There are 18 parking spaces provided, which meets the minimum required parking for the warehousing. b. Please show loading berths. 3. UDO Section 5.2, Traffic, Access and Connectivity a. 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 permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention Flex Space – 6101 Castle Hayne Rd – TRC Review Page | 2 a. Please confirm if trees will be removed from the property. If so, a tree removal permit will be required. b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. The landscape plan is missing. Once provided, there may be other requirements not listed below. b. Per table 5.4.6.B in the UDO, the street yard area must be 25 square feet for every linear foot of street yard frontage. c. The required opaque buffer is depicted on the current site plan. d. Foundational plantings are required between the building face and drive aisles. e. Landscaped islands are required for parking. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval, but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the UDO for standards. 8. UDO Section 5.7, Conservation Resources a. There are no Conservation Resources on the site. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Finals required 2. A fire hydrant shall be placed within 400 feet of the building and 100 feet of the FDC 3. All sprinkler and fire alarm work shall be permitted through this office 4. Any high piled / high rack shall be permitted through this office and the appropriate fire protection requirements met per the fire code. 5. KNOX Boxes are required for any building that has a fire alarm / sprinkler system installed 6. Please review the Typical TRC Review comments sent to the engineer. Flex Space – 6101 Castle Hayne Rd – TRC Review Page | 3 NHC Soil & Water Conservation, Brian Dadson 910-798-7138 1. See attached. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing permit issued by the County is required for this project since the anticipated limits of disturbance is greater than 1 acre. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. A County stormwater permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync-energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. 3. Please contact the State for their stormwater permit requirements. A high density permit is anticipated. 4. The offsite stormwater drainage coming from the southwest that is conveyed through the site shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual in order to qualify for NHC Stormwater Service maintenance. Should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Septic review: Site plan reflects connection to public sewer. Site plan did not reflect any setback issues with surrounding properties septic systems. 2. Well review: Site plan reflects connection to public water. Proposed infrastructure does not violate any setbacks to surrounding wells on adjacent properties. NHC Addressing, McCabe Watson 910-798-7068 1. Parcel address can be used for the building, but each suite will need an individual address. 2. Please contact me for address assignments following TRC approval. Flex Space – 6101 Castle Hayne Rd – 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 available via a mainline extension. 4. CFPUA sewer available. 5. Meter Sizing Form will be required NCDOT, Nick Drees 910-343-3915 1. Comments are attached. WMPO, Greer Templer 910-341-0107 1. Comments are attached. Army Corps of Engineers, Brad Shaver 910-251-4611 1. Based on a dated jurisdictional determination there appears to be a jurisdictional tributary in the back SW corner of the property along the property line. If impact occurs within this feature a permit may be triggered. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila TO: New Hanover County Planning Department, December 20th, 2024 FROM: Dru Harrison, Director RE: 6101 Castle Hayne Road - Flex Space I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Kenansville fine sand (Ke) and Lynchburg fine sand (Ls). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability”, Kenansville is a Class I soils and Lynchburg is a Class II soils. The Soil Survey of New Hanover County lists Kenansville as well drained and Lynchburg as somewhat poorly drained. Lynchburg is on the Hydric Soils “B” list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all the soils on this site. The limitations are due to flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing. The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NC Department of Environmental Quality, Water Quality Division, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations. United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for New Hanover County, North Carolina 6101 Castle Hayne Road - Flex Space Natural Resources Conservation Service December 20, 2024 9 Custom Soil Resource Report Soil Map 38 0 5 6 2 0 38 0 5 6 3 0 38 0 5 6 4 0 38 0 5 6 5 0 38 0 5 6 6 0 38 0 5 6 7 0 38 0 5 6 8 0 38 0 5 6 9 0 38 0 5 7 0 0 38 0 5 6 2 0 38 0 5 6 3 0 38 0 5 6 4 0 38 0 5 6 5 0 38 0 5 6 6 0 38 0 5 6 7 0 38 0 5 6 8 0 38 0 5 6 9 0 38 0 5 7 0 0 233210 233220 233230 233240 233250 233260 233270 233280 233290 233300 233310 233320 233330 233340 233210 233220 233230 233240 233250 233260 233270 233280 233290 233300 233310 233320 233330 34° 21' 30'' N 77 ° 5 4 ' 2 ' ' W 34° 21' 30'' N 77 ° 5 3 ' 5 7 ' ' W 34° 21' 27'' N 77 ° 5 4 ' 2 ' ' W 34° 21' 27'' N 77 ° 5 3 ' 5 7 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 30 60 120 180 Feet 0 5 10 20 30 Meters Map Scale: 1:635 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 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 19, 2024 Subject: Castle Hayne Commercial – 6101 Castle Hayne Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Site Plan Comments: The alignment of the proposed driveway location appears to have conflicts with the parking lot. x If possible, shift the driveway north. 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 Drainage/Stormwater Conveyance: x If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. x Hydraulic calculations and associated plan sheets will need to be submitted for the site. o This will be reviewed by the NCDOT Hydraulics Unit. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal 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 TP TP TPTO OFFSITESTUCTURE 30"RCP-FESINV-12.3 WOOD PRIVACY FENCE N 83°37'04" W 245.20' N 0 7 ° 1 2 ' 1 4 " E 1 8 4 . 9 2 ' S 83°41'28" E 244.96' S 0 7 ° 0 7 ' 3 8 " W 1 8 5 . 2 3 ' TP SSMHTOP18.8INV13.16 SSMHTOP17.9INV12.75 BURIED PIPE 12"RCPINV16.9 18"RCPINV16.2 12"RCPINV16.7 15"RCPINV16.1 8.3BP 11.7P 13P 4.5CHY 4CHY 8.2GUM 16. 0 16 . 5 17 . 0 17.5 18.0 18 . 0 17. 5 1 8 . 5 18 . 0 18 . 5 18.0 18.5 18.5 18.0 19 . 0 18. 5 DRIVE ASPHALTDRIVE GRAVELDRIVE ASPHALTDRIVE ASPHALTDRIVE N/FRWH PROPERTIES LLCPARID: R01100-018-012-0006101 CASTLE HAYNE ROADB-2-BUSINESS DISTRICT958-UNUSED LAND1.04 ACRES N/FHECTOR LEONA J HRSPARID: R01100-018-004-0006117 CASTLE HAYNE ROADRA-RURAL AG10-SINGLE FAMILY RESIDENTIAL1.11 ACRES N/FRTM LANDSCAPES INCPARID: R01100-018-004-0016025 CASTLE HAYNE ROADRA-RURAL AG958-UNUSED LAND3.87 ACRES N/FHECTOR LEONA J HRSPARID: R01100-018-004-0026111 CASTLE HAYNE ROADRA-RURAL AG958-UNUSED LAND1.90 ACRES N/FNEW HANOVER COUNTY ABC BOARDPARID: R01100-018-009-0006015 CASTLE HAYNE ROADB-2-BUSINESS DISTRICT911-GOVERNMENTAL0.90 ACRES 25' U T I L I T Y E A S E M E N T MB 4 7 , P G 2 2 6 25' UTILITYEASEMENT N 8 3 ° 3 7 '04" 16. 0 166 0 16 . 5 1665 17 . 0 17 0 17.5177.5 18.08.018 N/FNRWH PROPERTIES LLCOPARID: R01100-018-012-0000006101 CASTLE HAYNE ROADLEDB-2-BUSINESS DISTRICTEST958-UNUSED LANDEDLA1.04 ACRES 30' SIDE SETBACK 35' R E A R S E T B A C K 25' F R O N T S E T B A C K 18 18.5 1 8 18 18.5 19 17.5 16 17 18 18 17 17 18 SS SSWW W CA S T L E H A Y N E R O A D ( S R 2 8 1 2 ) 75 ' W I D E P U B L I C R - O - W 18.50 18.63 18.26 17.31 TC:18.19 TC:18.59 17.93 TC:18.25 TC:18.41 TC:18.66 TC:18.49 TC:18.24 18.32 TC:18.18 TP TP TP TP TP 18. 5 1 19LF OF 15" HDPE 2 10LF OF 15"HDPE 49LF OF 15" HDPE 18 17 ENGINEER PROJECT OWNER STAMP CHECKED BY PRINCIPAL IN CHARGE REVISIONS ISSUE FOR ISSUE DATE PROJECT ADDRESS PROJECT NUMBER SHEET TITLE SHEET NUMBER www.rivervieweng.com 4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882 nlauretta@rivervieweng.com DRAWN BY CA S T L E H A Y N E CO M M E R C I A L STORM DRAINAGE, GRADING, & UTILITY PLAN CG101 TRC SUBMITTAL 1025.02 6101 CASTLE HAYNE ROAD CASTLE HAYNE, NC REVIEW - NOT FOR CONSTRUCTION DECEMBER 2, 2024 N. LAURETTA NJL CG D E S I G N B U I L D G R O U P , L L C P.O . B O X 1 0 4 2 0 WI L M I N G T O N , N C 2 8 4 0 4 NJL STORM DRAINAGE, GRADING, & UTILITY PLAN1SCALE: 1" = 20' SCALE: 1" = 20' 20' 0 20' 40' GRAPHIC SCALE LEGEND SANITARY SEWER MAIN EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR STORM DRAINAGE PIPE WATER MAINW WATER VALVE SS PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR SPOT ELEVATION PROPOSED STRUCTURE PROPOSED GRAVEL PROPOSED CONCRETE INLET PROTECTION SANITARY SEWER SERVICE WATER SERVICE SHEET FLOW IP GENERAL BUSINESS/OFFICE 25 GAL/EMPLOYEE/SHIFT 20 EMPLOYEES / 1 SHIFT DEMAND SEWER DEMAND 500 GPDWATER DEMAND 500 GPD WATER/SEWER DEMAND 6" PVC SANITARYSEWER SERVICE & C/O 6" C/O MIN. 18" INSIDE ROW PROPOSED INFILTRATIONBASIN #2 1.5" WATER METERMIN. 18" INSIDE ROW 1.5" BACKFLOWPREVENTER 2" SERVICE SADDLE 2" POLY LINE SDR 9INSTALLED BY DIRECTIONAL BORE 1.5" 1/4 TURNBALL VALVE INVALVE BOX 2" GATE VALVE PROPOSEDRETAINING WALL PROPOSED DRAINAGESWALE IP IP PROPOSED INFILTRATIONBASIN #1 PROPOSEDSTRUCTURE FFE: 19.04 IP IP 12/2/24 MEMORANDUM To: New Hanover County Technical Review Committee Date: January 2, 2025 Subject: 6101 Castle Hayne Road Commercial Flex Space - TRC Design Document Comments: • Provide Auto Turns Movements for Fire and Rescue Vehicles entering and exiting the SR 2812/Castle Hayne Road driveway. NCDOT Projects: • N/A WMPO 2045 MTP Projects: • N/A New Hanover County Projects: • 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 General Office Building (710) 11,960 SF 183 27 28 Flex Space – 6101 Castle Hayne Rd – TRC Review Page | 1 To: Greg Sloan, CG Design Build Group, LLC From: Katherine May, Development Review Planner Date: January 8, 2025 TRC PID#: R01100-018-012-000 Egov# SITECN-24-000054 Subject: 6101 Castle Hayne Rd – Flex Space - TRC Review The following comments have been received for the January 8, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised site plan addressing each of the below items must be resubmitted prior to receiving site plan approval. Planning, Katherine May 910-798-7443 1. General Comments a. Zoning: B-2 b. Primary use will be for warehousing. c. Plans do not depict a Duke easement on this property. Please confirm with Bill Wilder of Duke Energy (Bill.Wilder@duke-energy.com) to get Duke approval for this site plan before proceeding with any other permits. 2. UDO Section 5.1, Parking and Loading a. There are 18 parking spaces provided, which meets the minimum required parking for the warehousing. b. Please show loading berths. 3. UDO Section 5.2, Traffic, Access and Connectivity a. 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 permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention Flex Space – 6101 Castle Hayne Rd – TRC Review Page | 2 a. Please confirm if trees will be removed from the property. If so, a tree removal permit will be required. b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. The landscape plan is missing. Once provided, there may be other requirements not listed below. b. Per table 5.4.6.B in the UDO, the street yard area must be 25 square feet for every linear foot of street yard frontage. c. The required opaque buffer is depicted on the current site plan. d. Foundational plantings are required between the building face and drive aisles. e. Landscaped islands are required for parking. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval, but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the UDO for standards. 8. UDO Section 5.7, Conservation Resources a. There are no Conservation Resources on the site. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Finals required 2. A fire hydrant shall be placed within 400 feet of the building and 100 feet of the FDC 3. All sprinkler and fire alarm work shall be permitted through this office 4. Any high piled / high rack shall be permitted through this office and the appropriate fire protection requirements met per the fire code. 5. KNOX Boxes are required for any building that has a fire alarm / sprinkler system installed 6. Please review the Typical TRC Review comments sent to the engineer. Flex Space – 6101 Castle Hayne Rd – TRC Review Page | 3 NHC Soil & Water Conservation, Brian Dadson 910-798-7138 1. See attached. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing permit issued by the County is required for this project since the anticipated limits of disturbance is greater than 1 acre. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. A County stormwater permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync-energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. 3. Please contact the State for their stormwater permit requirements. A high density permit is anticipated. 4. The offsite stormwater drainage coming from the southwest that is conveyed through the site shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual in order to qualify for NHC Stormwater Service maintenance. Should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Septic review: Site plan reflects connection to public sewer. Site plan did not reflect any setback issues with surrounding properties septic systems. 2. Well review: Site plan reflects connection to public water. Proposed infrastructure does not violate any setbacks to surrounding wells on adjacent properties. NHC Addressing, McCabe Watson 910-798-7068 1. Parcel address can be used for the building, but each suite will need an individual address. 2. Please contact me for address assignments following TRC approval. Flex Space – 6101 Castle Hayne Rd – 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 available via a mainline extension. 4. CFPUA sewer available. 5. Meter Sizing Form will be required NCDOT, Nick Drees 910-343-3915 1. Comments are attached. WMPO, Greer Templer 910-341-0107 1. Comments are attached. Army Corps of Engineers, Brad Shaver 910-251-4611 1. Based on a dated jurisdictional determination there appears to be a jurisdictional tributary in the back SW corner of the property along the property line. If impact occurs within this feature a permit may be triggered. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila TO: New Hanover County Planning Department, December 20th, 2024 FROM: Dru Harrison, Director RE: 6101 Castle Hayne Road - Flex Space I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Kenansville fine sand (Ke) and Lynchburg fine sand (Ls). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability”, Kenansville is a Class I soils and Lynchburg is a Class II soils. The Soil Survey of New Hanover County lists Kenansville as well drained and Lynchburg as somewhat poorly drained. Lynchburg is on the Hydric Soils “B” list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all the soils on this site. The limitations are due to flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing. The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NC Department of Environmental Quality, Water Quality Division, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations. United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for New Hanover County, North Carolina 6101 Castle Hayne Road - Flex Space Natural Resources Conservation Service December 20, 2024 9 Custom Soil Resource Report Soil Map 38 0 5 6 2 0 38 0 5 6 3 0 38 0 5 6 4 0 38 0 5 6 5 0 38 0 5 6 6 0 38 0 5 6 7 0 38 0 5 6 8 0 38 0 5 6 9 0 38 0 5 7 0 0 38 0 5 6 2 0 38 0 5 6 3 0 38 0 5 6 4 0 38 0 5 6 5 0 38 0 5 6 6 0 38 0 5 6 7 0 38 0 5 6 8 0 38 0 5 6 9 0 38 0 5 7 0 0 233210 233220 233230 233240 233250 233260 233270 233280 233290 233300 233310 233320 233330 233340 233210 233220 233230 233240 233250 233260 233270 233280 233290 233300 233310 233320 233330 34° 21' 30'' N 77 ° 5 4 ' 2 ' ' W 34° 21' 30'' N 77 ° 5 3 ' 5 7 ' ' W 34° 21' 27'' N 77 ° 5 4 ' 2 ' ' W 34° 21' 27'' N 77 ° 5 3 ' 5 7 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 30 60 120 180 Feet 0 5 10 20 30 Meters Map Scale: 1:635 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 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 19, 2024 Subject: Castle Hayne Commercial – 6101 Castle Hayne Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Site Plan Comments: The alignment of the proposed driveway location appears to have conflicts with the parking lot. x If possible, shift the driveway north. 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 Drainage/Stormwater Conveyance: x If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. x Hydraulic calculations and associated plan sheets will need to be submitted for the site. o This will be reviewed by the NCDOT Hydraulics Unit. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal 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 TP TP TPTO OFFSITESTUCTURE 30"RCP-FESINV-12.3 WOOD PRIVACY FENCE N 83°37'04" W 245.20' N 0 7 ° 1 2 ' 1 4 " E 1 8 4 . 9 2 ' S 83°41'28" E 244.96' S 0 7 ° 0 7 ' 3 8 " W 1 8 5 . 2 3 ' TP SSMHTOP18.8INV13.16 SSMHTOP17.9INV12.75 BURIED PIPE 12"RCPINV16.9 18"RCPINV16.2 12"RCPINV16.7 15"RCPINV16.1 8.3BP 11.7P 13P 4.5CHY 4CHY 8.2GUM 16. 0 16 . 5 17 . 0 17.5 18.0 18 . 0 17. 5 1 8 . 5 18 . 0 18 . 5 18.0 18.5 18.5 18.0 19 . 0 18. 5 DRIVE ASPHALTDRIVE GRAVELDRIVE ASPHALTDRIVE ASPHALTDRIVE N/FRWH PROPERTIES LLCPARID: R01100-018-012-0006101 CASTLE HAYNE ROADB-2-BUSINESS DISTRICT958-UNUSED LAND1.04 ACRES N/FHECTOR LEONA J HRSPARID: R01100-018-004-0006117 CASTLE HAYNE ROADRA-RURAL AG10-SINGLE FAMILY RESIDENTIAL1.11 ACRES N/FRTM LANDSCAPES INCPARID: R01100-018-004-0016025 CASTLE HAYNE ROADRA-RURAL AG958-UNUSED LAND3.87 ACRES N/FHECTOR LEONA J HRSPARID: R01100-018-004-0026111 CASTLE HAYNE ROADRA-RURAL AG958-UNUSED LAND1.90 ACRES N/FNEW HANOVER COUNTY ABC BOARDPARID: R01100-018-009-0006015 CASTLE HAYNE ROADB-2-BUSINESS DISTRICT911-GOVERNMENTAL0.90 ACRES 25' U T I L I T Y E A S E M E N T MB 4 7 , P G 2 2 6 25' UTILITYEASEMENT N 8 3 ° 3 7 '04" 16. 0 166 0 16 . 5 1665 17 . 0 17 0 17.5177.5 18.08.018 N/FNRWH PROPERTIES LLCOPARID: R01100-018-012-0000006101 CASTLE HAYNE ROADLEDB-2-BUSINESS DISTRICTEST958-UNUSED LANDEDLA1.04 ACRES 30' SIDE SETBACK 35' R E A R S E T B A C K 25' F R O N T S E T B A C K 18 18.5 1 8 18 18.5 19 17.5 16 17 18 18 17 17 18 SS SSWW W CA S T L E H A Y N E R O A D ( S R 2 8 1 2 ) 75 ' W I D E P U B L I C R - O - W 18.50 18.63 18.26 17.31 TC:18.19 TC:18.59 17.93 TC:18.25 TC:18.41 TC:18.66 TC:18.49 TC:18.24 18.32 TC:18.18 TP TP TP TP TP 18. 5 1 19LF OF 15" HDPE 2 10LF OF 15"HDPE 49LF OF 15" HDPE 18 17 ENGINEER PROJECT OWNER STAMP CHECKED BY PRINCIPAL IN CHARGE REVISIONS ISSUE FOR ISSUE DATE PROJECT ADDRESS PROJECT NUMBER SHEET TITLE SHEET NUMBER www.rivervieweng.com 4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882 nlauretta@rivervieweng.com DRAWN BY CA S T L E H A Y N E CO M M E R C I A L STORM DRAINAGE, GRADING, & UTILITY PLAN CG101 TRC SUBMITTAL 1025.02 6101 CASTLE HAYNE ROAD CASTLE HAYNE, NC REVIEW - NOT FOR CONSTRUCTION DECEMBER 2, 2024 N. LAURETTA NJL CG D E S I G N B U I L D G R O U P , L L C P.O . B O X 1 0 4 2 0 WI L M I N G T O N , N C 2 8 4 0 4 NJL STORM DRAINAGE, GRADING, & UTILITY PLAN1SCALE: 1" = 20' SCALE: 1" = 20' 20' 0 20' 40' GRAPHIC SCALE LEGEND SANITARY SEWER MAIN EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR STORM DRAINAGE PIPE WATER MAINW WATER VALVE SS PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR SPOT ELEVATION PROPOSED STRUCTURE PROPOSED GRAVEL PROPOSED CONCRETE INLET PROTECTION SANITARY SEWER SERVICE WATER SERVICE SHEET FLOW IP GENERAL BUSINESS/OFFICE 25 GAL/EMPLOYEE/SHIFT 20 EMPLOYEES / 1 SHIFT DEMAND SEWER DEMAND 500 GPDWATER DEMAND 500 GPD WATER/SEWER DEMAND 6" PVC SANITARYSEWER SERVICE & C/O 6" C/O MIN. 18" INSIDE ROW PROPOSED INFILTRATIONBASIN #2 1.5" WATER METERMIN. 18" INSIDE ROW 1.5" BACKFLOWPREVENTER 2" SERVICE SADDLE 2" POLY LINE SDR 9INSTALLED BY DIRECTIONAL BORE 1.5" 1/4 TURNBALL VALVE INVALVE BOX 2" GATE VALVE PROPOSEDRETAINING WALL PROPOSED DRAINAGESWALE IP IP PROPOSED INFILTRATIONBASIN #1 PROPOSEDSTRUCTURE FFE: 19.04 IP IP 12/2/24 MEMORANDUM To: New Hanover County Technical Review Committee Date: January 2, 2025 Subject: 6101 Castle Hayne Road Commercial Flex Space - TRC Design Document Comments: • Provide Auto Turns Movements for Fire and Rescue Vehicles entering and exiting the SR 2812/Castle Hayne Road driveway. NCDOT Projects: • N/A WMPO 2045 MTP Projects: • N/A New Hanover County Projects: • 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 General Office Building (710) 11,960 SF 183 27 28 Dunne Commerce Park – 5000 N College Dr – TRC Review Page | 1 To: Mark Hargrove, Port City Consulting Engineers, PLLC From: Amy Doss, Associate Planner Date: January 8, 2025 PID#: R01800-002-001-000 Egov# SITECN-24-000055 Subject: 5000 N. College Road – Dunne Commerce Park - TRC Review The following comments have been received for the January 8, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised site plan addressing each of the below items must be resubmitted prior to receiving site plan approval. Planning, Amy Doss 910-798-7571 1. General Comments a. Zoning is (CZD) B-2, case Z24-16. b. Please list the conditions for this rezoning on the site plan. These can be on the general notes page: i. Within the 3,600 square foot building at the front of the property closest to N College Road, uses are limited to the following: business service center, contractor office, offices for private business and professional activities, personal services, general, instructional services and studios, and retail sales, general. ii. Within the remaining four (4) buildings totaling 33,300 square feet, uses will be limited to offices for private business and professional activities and for contractor offices. iii. Building height will be limited to one (1) store and a maximum of 30 feet. c. Site plan reflects approved minor modification plan dated 11-21-2024. d. Please correct rear setback and bufferyard to 25’ as noted on the approved concept plan. e. Please log in to COAST and pay $75 review fee, INV # 00134258. Dunne Commerce Park – 5000 N College Dr – TRC Review Page | 2 2. UDO Section 5.1, Parking and Loading a. Number of parking spaces is sufficient for uses identified. Please consider pervious pavement for the 5 spaces in excess of the county’s required parking. 3. UDO Section 5.2, Traffic, Access and Connectivity a. 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 permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. Tree removal plan noted. Please complete a Tree Removal Permit application. b. Tree Removal Permit link: https://www.nhcgov.com/DocumentCenter/View/1239/Tree- Removal-Permit-PDF c. Please refer to Section 5.3 of the UDO for Tree Removal and Retention Standards. d. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Landscape plan is noted on sheet index, yet not included. Please submit a landscape plan at your earliest convenience for review. b. Please include all landscape calculations. c. Please note that 15 trees are required to be planted or retained per acre disturbed. This can be achieved through required landscaping and through trees retained on site as part of the Tree Removal Permit. 6. UDO Section 5.5, Lighting a. Is any lighting proposed for the site? Before the building permit can be issued, a lighting plan must be provided to illustrate that street lighting, all exterior lighting, and indoor lighting visible from outside shall be designed and located so that the maximum illumination measured in foot candles at ground level at a residential lot line does not surpass 0.5, UDO Section 5.5. Please refer to Table 5.5.4.B of the UDO for additional standards. Provide documentation from the lighting provider stating they will provide a lighting plan to comply with the County’s UDO standards as stated above. Note that no lighting is proposed. Dunne Commerce Park – 5000 N College Dr – TRC Review Page | 3 7. UDO Section 5.6, Signs a. Please apply for sign permits prior to installation of new signage. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Finals required. 2. Knox boxes required if building has fire alrams 3. No gates allowed unless approved by the TRC and this office 4. Building numbering / addressing required in a visible area and not blocked by trees / plantings, etc. 5. Portable fire extinguishers required per NFPA 10 6. TRC Comments already sent to Mark Hargrove. 7. Fire hydrants are not required at this time due to lack of utilities in this area. If they become available then one needs to be placed at the entrance to the project. and a second one to within 400 feet of the back building. NHC Soil & Water Conservation, Brian Dadson 910-798-7138 1. See attached. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing issued by the County is required for this project. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. A County stormwater permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. 3. Please contact the State for the stormwater permit requirements. A high density permit is anticipated. 4. The offsite stormwater drainage coming from the north that is conveyed through the site shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual in order to qualify for NHC Stormwater Service maintenance. Should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure. Dunne Commerce Park – 5000 N College Dr – TRC Review Page | 4 NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to septic system. Septic system design and wastewater flow will be very dependent on uses of businesses in this complex. It is highly suggested that the resources of The Davey Group be obtained again for this parcel. They can consult and determine if adequate area for wastewater disposal in suitable soils are present based upon business use. Proposed infrastructure does not appear to violate setbacks to surrounding properties septic systems. Appropriate septic system applications and permits must be issued by Environmental Health or Private Option Permit prior to building permit issuance. 2. Site plan reflects connection to a private drinking water well. Be advised that this site is very close in proximity to a EPA Superfund Site. This may affect permitting of a private drinking water well. Well application and permits must be obtained through NHC Environmental Health or NC DEQ Public Drinking Water Section. This is entirely dependent on number of connections to the well and number of employees for the proposed businesses. Suggest conversations are made with NC DEQ to discuss the Superfund site and the possibility of a permit from their Division. Well permits must be obtained prior to building permit issuance. Proposed infrastructure does not appear to violate setbacks to surrounding properties well heads. NHC Addressing, McCabe Watson 910-798-7068 1. Parcel addresses can be used for each building. However, each suit will need an individual address. 2. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. There is no CFPUA water available. 4. CFPUA sewer available via a forcemain to forcemain connection (not required). NCDOT, Nick Drees 910-343-3915 1. See attached. WMPO, Greer Templer 910-341-0107 1. See attached. Dunne Commerce Park – 5000 N College Dr – TRC Review Page | 5 Army Corps of Engineers, Brad Shaver 910-251-4611 1. The Corps has a recent jurisdictional determination that appears to be reflected on the site plan. If impacts occur within the wetland areas 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 NCDEMLR, Dan Sams DCM, Tanya Pietila TO: New Hanover County Planning Department, December 20th, 2024 FROM: Dru Harrison, Director RE: 5000 N College Rd – Dunne Commerce Park I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Kenansville fine sand (Ke), Leon sand (Le), and a small patch of Seagate fine sand (Se) in the western corner of the site. According to the booklet “Wilmington/New Hanover Classification of soils for Septic Tank Suitability,” Kenansville is a Class I soil, Seagate is a Class II soil, Leon is a Class III soil. The Soil Survey of New Hanover County lists Kenansville as well drained, Seagate as somewhat poorly drained, and Leon as poorly drained. Seagate is on the Hydric Soils “B” list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all the soils on this site. The limitations are due to flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing. The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NC Department of Environmental Quality, Water Quality Division, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations. United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for New Hanover County, North Carolina 5000 N College Rd - Dunne Commerce Park Natural Resources Conservation Service December 20, 2024 9 Custom Soil Resource Report Soil Map 38 0 3 8 9 0 38 0 3 9 4 0 38 0 3 9 9 0 38 0 4 0 4 0 38 0 4 0 9 0 38 0 4 1 4 0 38 0 4 1 9 0 38 0 3 8 9 0 38 0 3 9 4 0 38 0 3 9 9 0 38 0 4 0 4 0 38 0 4 0 9 0 38 0 4 1 4 0 38 0 4 1 9 0 233350 233400 233450 233500 233550 233600 233650 233700 233750 233800 233850 233350 233400 233450 233500 233550 233600 233650 233700 233750 233800 233850 34° 20' 42'' N 77 ° 5 3 ' 5 5 ' ' W 34° 20' 42'' N 77 ° 5 3 ' 3 4 ' ' W 34° 20' 30'' N 77 ° 5 3 ' 5 5 ' ' W 34° 20' 30'' N 77 ° 5 3 ' 3 4 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 100 200 400 600 Feet 0 35 70 140 210 Meters Map Scale: 1:2,460 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 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 19, 2024 Subject: Dunne Commerce Park – 5000 North College Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Roadway Improvements: Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. x Figure 8-10 Recommended Treatment for Turn Lanes (Included). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Drainage/Stormwater Conveyance: x If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. x Hydraulic calculations and associated plan sheets will need to be submitted for the site. o This will be reviewed by the NCDOT Hydraulics Unit. Update to the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Show and label all gates with distances to the right of way line. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉLJŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉdž /ŶƚŚĞŶŽƚŝĨLJĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first)Additional site plan requirement details can be found in section 2 of this document. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂLJŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂLJƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞdžĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚLJŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂLJŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂLJďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3  %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated/20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďLJƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞLJǁŝƚŚŝŶƚŚĞĞdžŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚLJůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚLJĚƌĂƵůŝĐƐƵƌǀĞLJĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂLJWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚLJŵĂLJďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůLJdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂLJďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚLJƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂLJĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂLJ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞdžŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůLJ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞLJƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ Roadway Design Manual At Grade INTERSECTIONS May 2023 Part I General Design Information | 8-22 Figure 8-10 Recommended Treatment for Turn Lanes Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length. ECM MNS MNF Site Development For DECEMBER, 2024 CASTLE HAYNE, NORTH CAROLINA KEVIN & PAULINE DUNNE 3800 NORTHEAST AVENUE CASTLE HAYNE, NC 28429 TEL: 910-799-3022 PORT CITY CONSULTING ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032 mark@portcityeng.com 11" OAK PRELIMINARY - DO NOT USE FOR CONSTRUCTION ECM MNS MNF Zoning: B-2Land Use:Vacant REBAcquisitions, LLC D.B. 5104-1985 "Fl e x " 7,5 0 0 s . f . "Fl e x " 7,5 0 0 s . f . "Fle x " 7,5 0 0 s . f . 10,800 s.f. No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.No. Checked By Revision Designer Drawn By Date By Scale Date Job No.NORTH CAROLINANEW HANOVER C-33800 NORTHEAST AVENUEKEVIN & PAULINE DUNNE CASTLE HAYNE, NC 28429 SITE LAYOUT PLANDUNNE COMMERCE PARK PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION PORT CITY CONSULTINGENGINEERS, PLLC6216 STONEBRIDGE ROADWILMINGTON, NC 28409910-599-1744 LICENSE No. P-1032 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 MEMORANDUM To: New Hanover County Technical Review Committee Date: December 31, 2024 Subject: Dunne Commerce Park - TRC Design Document Comments: · Provide Auto Turns Movements for Fire and Rescue Vehicles entering and exiting the N.C. 132/North College Road driveway. NCDOT Projects: · N/A WMPO 2045 MTP Projects: · N/A New Hanover County Projects: · 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 Warehousing (150) 10,800 SF 55 25 28 General Office Building (710) 22,500 SF 317 46 48 TOTAL 33,300 SF 372 71 76 Cookout – 7245 Market St – TRC Review Page | 1 To: Jeremy Reaves, Cookout (Roos Diner Inc.), jreaves@cookout.com Michael Hicks, Sambatek, mhicks@sambatek.com From: Zach Dickerson, Senior Planner Date: January 8, 2025 TRC PID#: R04400-002-036-000 Egov# SITECN-24-000056 Subject: 7245 Market St – Cookout - TRC Review The following comments have been received for the January 8, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised site plan addressing each of the below items must be resubmitted prior to receiving site plan approval. Planning, Zach Dickerson 910-798-7450 1. General Comments a. Zoning is B-2, restaurant use permitted by-right. b. Site Plan Review Invoice: INV-00134314 for $75.00 is available for payment at www.nhcgov.com/coast. 2. UDO Section 5.1, Parking and Loading a. Restaurant use requires 6 parking spaces per 1,000 sq ft of seating area. b. Building is 4,163 sq ft, please confirm amount of interior/exterior seating area. c. 26 parking spaces are being retained from the existing conditions, and it appears that 14 are in the rear for a total of 40 parking spaces on-site. 3. UDO Section 5.2, Traffic, Access and Connectivity a. 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 permit approval. Evidence of approval shall accompany the application for building permit. Cookout – 7245 Market St – TRC Review Page | 2 b. It’s possible that a Traffic Impact Analysis will be required for this project given the potential traffic generated, but I will let the WMPO make that determination. 4. UDO Section 5.3, Tree Retention a. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. b. It does not appear any trees will be removed for this project. Please confirm. 5. UDO Section 5.4, Landscaping and Buffering a. All surrounding parcels are zoned B-2, no transitional buffers required. b. Parking Lot Landscaping i. For parking lot landscaping, please confirm total amount of interior parking lot and drive aisles. At a cursory measurement, it looks like the new parking area is ~4,100 sq ft, excluding drive aisles around it. ii. Parking lot landscaping is calculated at 8% of square footage of parking lot and internal drive aisle. iii. At a cursory glance, it looks like the 4 parking lot islands to the rear will satisfy this requirement. c. Foundation Plantings i. Foundation Plantings are required for all parts of the building that face parking or internal drive aisles. ii. Drive-thru areas are exempt from this requirement. iii. Per aerial imagery, it looks like there are some foundation plantings around the building, please confirm these are being retained. iv. Per the landscape plan, there are new plantings along the front of the building, is that correct? It would be helpful if the landscape plan showed new plantings and existing ones being retained. d. Street Yard i. Aerial imagery shows there is some street yard on the site already. ii. B-2 requires 25 square feet per linear foot of street frontage. Cookout – 7245 Market St – TRC Review Page | 3 iii. Please confirm if the existing street yard meets the requirements per section 5.4.6, street yard plantings. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval, but will be required prior to issuance of construction plan approvals. b. Is any new lighting proposed for the site? 7. UDO Section 5.6, Signs a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the UDO for standards. 8. UDO Section 5.7, Conservation Resources a. The New Hanover County Conservation Resources map indicates there are small pockets of Pocosin on this site. However, they do not hit the 5-acre minimum to trigger the Conservation Resource requirements. NHC Fire Services, David Stone 910-798-7458 1. No comments. NHC Soil & Water Conservation, Brian Dadson 910-798-7138 1. See attached. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing permit issued by the County is required for this project if the anticipated limits of disturbance is greater than 1 acre. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. Should the land disturbance remain below 1 acre, no land disturbing permit is required. 2. A revision to the stormwater permit (686-11/01/16) issued by the County and a transfer of ownership form must be completed this project. Please submit the permit revision documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync-energovpub.tylerhost.net/apps/selfservice#/home). Application and forms can be found at https://www.nhcgov.com/251/Stormwater. 3. Please contact the State for their stormwater permitting requirements. It is anticipated a minor modification to the high density permit (SW8160909) will be necessary. Cookout – 7245 Market St – TRC Review Page | 4 NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public sewer. 7239 Market St, an adjacent, property is on a septic system. Any new storm water improvements must maintain setbacks to this properties septic system. 2. Site plan reflects connection to public water. 3. Restaurant plans must be submitted and approved by the NC Environmental Health Plan Review Unit. Approval will be needed prior to building permit issuance. NHC Addressing, McCabe Watson 910-798-7068 1. Existing address is acceptable. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. 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 with existing services. 4. Meter Sizing Form will be required to determine if existing meter is sufficient, and if a CFPUA Utility Plan review will be required. NCDOT, Nick Drees 910-343-3915 1. See attachment. WMPO, Greer Templer 910-341-0107 1. See attachment. Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comments Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila TO: New Hanover County Planning Department, December 20th, 2024 FROM: Dru Harrison, Director RE: 7245 Market St - Cookout I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Leon sand (Le) and Seagate fine sand (Se). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability”, Seagate is a Class II soil, and Leon is a Class III soil. The Soil Survey of New Hanover County lists Seagate as somewhat poorly drained and Leon as poorly drained. Leon is on the New Hanover County Hydric Soils A list which means they are possibly wetland areas and subject to regulation under the Clean Water Act. Seagate is on the Hydric Soils B list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all the soils on this site. The limitations are due to flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing. The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations. United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for New Hanover County, North Carolina 7245 Market St- Cookout Natural Resources Conservation Service December 20, 2024 9 Custom Soil Resource Report Soil Map 37 9 6 1 2 0 37 9 6 1 5 0 37 9 6 1 8 0 37 9 6 2 1 0 37 9 6 2 4 0 37 9 6 2 7 0 37 9 6 3 0 0 37 9 6 1 2 0 37 9 6 1 5 0 37 9 6 1 8 0 37 9 6 2 1 0 37 9 6 2 4 0 37 9 6 2 7 0 37 9 6 3 0 0 240450 240480 240510 240540 240570 240600 240630 240660 240690 240720 240750 240450 240480 240510 240540 240570 240600 240630 240660 240690 240720 34° 16' 32'' N 77 ° 4 9 ' 9 ' ' W 34° 16' 32'' N 77 ° 4 8 ' 5 7 ' ' W 34° 16' 25'' N 77 ° 4 9 ' 9 ' ' W 34° 16' 25'' N 77 ° 4 8 ' 5 7 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300 Feet 0 20 40 80 120 Meters Map Scale: 1:1,400 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 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 19, 2024 Subject: Cook Out – 7245 Market Street ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Required Roadway Improvements: A TIA is required for the proposed development. Refer to the NCDOT Roadway Design Manual for help with the design of any required 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 Site Plan Comments: Refer to the Policy on Street and Driveway Access to North Carolina Highways for additional deign information in related to drive thru design (page 32). Drainage/Stormwater Conveyance: x If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. Include/update the NCDOT Standard Drawings (2024) that are applicable to the developments activity in the right of way. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Label the radii for the driveway proposed driveway/driveways. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. This development is located within an active NCDOT STIP Project U-4902D. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉLJŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉdž /ŶƚŚĞŶŽƚŝĨLJĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first)Additional site plan requirement details can be found in section 2 of this document. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂLJŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂLJƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞdžĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚLJŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂLJŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂLJďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3  %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated/20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďLJƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞLJǁŝƚŚŝŶƚŚĞĞdžŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚLJůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚLJĚƌĂƵůŝĐƐƵƌǀĞLJĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂLJWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚLJŵĂLJďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůLJdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂLJďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚLJƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂLJĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂLJ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞdžŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůLJ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞLJƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ GAS COMPANYPIEDMONT NATURAL GASCONTACT: CARL PAQUETPHONE: 910.250.2242 PLANNINGNEW HANOVER COUNTY PLANNING DEPARTMENTCONTACT: LINDA PAINTERPHONE: 910.798.7068 WATER AND SEWERCAPE FEAR PUBLIC UTILITY AUTHORITYCONTACT: FRANK STYERSPHONE: 910.332.6670 ELECTRIC COMPANYPROGRESS ENERGYCONTACT: KEVIN LEATHERWOODPHONE: 910.602.4304 FIREEMERGENCY DIAL 911POLICE-FIRE-RESCUE TELEPHONE COMPANYBELL SOUTHCONTACT: STEVE DAYVAULTPHONE:910.392.8712 INTERNETTIME WARNER CABLEPHONE: 910.763.4638 SHEET INDEX SHEET DESCRIPTION C-1.01 TITLE PAGE C-2.01 EXISTING CONDITIONS C-2.02 DEMOLITION PLAN C-3.01 SITE PLAN C-4.01 GRADING PLAN C-5.01 NPDES STABILIZATION PLAN C-5.02 NPDES DETAILS C-7.01 LANDSCAPE PLAN C-9.01 DETAILS I for CONSTRUCTION DRAWINGS COOK OUT 7245 MARKET STREET NO SCALE VICINITY MAP SITE COUNTY OF NEW HANOVER SPECIFICATONS 2024 CONSULTANT CONTACT LIST: UTILITY & GOVERNING AGENCIES CONTACT LIST: GOVERNING SPECIFICATIONS DEVELOPMENT SUMMARY AREATOTAL SITE AREADISTURBED AREAEXISTING IMPERVIOUS AREAPROPOSED IMPERVIOUS AREA BUILDING AREA PARKING SUMMARYSTANDARD REQUIRED ADA REQUIRED STANDARD PROVIDED ADA PROVIDED SETBACKSFRONT YARDREAR YARDSIDE YARD ZONINGEXISTING ZONINGPROPOSED ZONING 85,308 SF 1.96 AC13,668 SF 0.31 AC37,622 SF 0.86 AC38,122 SF 0.87 AC 4,163 SF 1 STALLS PER 80 SF EXCLUSIVE OFRESTROOM AND KITCHEN FACILITIES4 STALLS (1 VAN) 46 STALLSMAX SEATING AREA < 3,680 SF4 STALLS (1 VAN) 50 FT35 FT50 FT B-2B-2 Wilmington, North Carolina 15 LAURA LANE, SUITE 300 THOMASVILLE, NC 27360 DEVELOPER/OWNERCOOK OUT15 LAURA LANE, SUITE 300THOMASVILLE, NC 27360PHONE: 919.215.7025 ARCHITECTSUMMEY ENGINEERING ASSOCIATES, PLLCENGINEERING -CONSULTING - SURVEYINGP.O. BOX 968ASHEBORO, NC 27204EMAIL: tonyia@summeyengineering.comOFFICE: 336.328.0902FAX: 336.328.0922 CIVIL ENGINEERSAMBATEK NC P.C.8312 CREEDMOOR ROADRALEIGH, NC 27613EMAIL: mhicks@sambatek.comCONTACT: MICHAEL HICKS PHONE: 919.848.6121 LANDSCAPE ARCHITECTSAMBATEK12800 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343EMAIL: jworkman@sambatek.com CONTACT: JOHNNIE WORKMANPHONE: 763.476.6010 SURVEYORSAMBATEK NC P.C.8312 CREEDMOOR ROADRALEIGH, NC 27613EMAIL: astock@sambatek.comCONTACT: AARON STOCKPHONE: 919.848.6121 24 HOUR CONTACT KYLE ULANDERCONSTRUCTION MANAGERTELEPHONE: (336) 867-8800 Know what's R nc811.org or 1-800-632-4949 NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT 24. 1 S ( L M S T E C H ) | N I C K G O L L I F E R | 1 1 / 1 3 / 2 0 2 4 1 2 : 5 7 : 5 7 P M X:\ O U T - C O O K O U T \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 1 . 0 1 - T I T L E - N C . D W G : C 1 . 0 1 T I T L E P A G E CONSTRUCTION DOCUMENTS© 2021 Sambatek COOK OUT RESTAURANT 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 WE N D O V E R L N MAR K E T S T / H W Y 1 7 LE N D I R E R D OG D E N B U S I N E S S R D MAR K E T S T / H W Y 1 7 11/13/2024 13030.00SEARCH 13040.00SEARCH D D RIGH T - O F - W A Y 49.3 17.1 6.0 40.6 6.0 21.879.5 49.3 38.4 8.0 SINGLE STORYSTEEL AND STUCCOBUILDINGFFE = 48.47'AREA = 4,163.0 SQ FT GARBAGE CORRAL N/F KEVIN AND PAULINE DUNNEDEED BOOK 6549, PAGE 2546PID : R04400-002-035-000 ROOS DINER INCDEED BOOK 6501 PAGE 1906PID : R04400-002-036-000 85,308 SQ.FT.1.96 ACRES MAR K E T S T R E E T - U . S . H I G H W A Y 1 7 (10 0 ' P U B L I C R / W ) A S P H A L T R O A D HANDICAPPARKINGSIGN SINGLE POLE SIGNHEIGHT = 24.5' BOLLARD(TYP) N5 0 ° 0 7 ' 3 0 " W S36 ° 4 0 ' 4 2 " W CUR B & G U T T E R ( T Y P ) CU R B & G U T T E R ( T Y P ) CURB & G U T T E R ( T Y P ) EDG E O F P A V E M E N T ( T Y P ) EDG E O F P A V E M E N T ( T Y P ) EDGE O F P A V E M E N T ( T Y P ) CONC R E T E SIDE W A L K (TYP ) PROP O S E D R I G H T - O F - W A Y FENCE CROSSESPROPERTY LINE FENCE MEANDERS ALONGPROPERTY LINE 15 11 2 EIP (BENT) FOUNDFOR REFERENCES28°01'32"W 2.05'FROM CORNER 2" EIP 12" REBAR FOUND 42.99 63.23 102. 9 6 49 5 . 0 1 ' ( T O T A L ) S40° 3 3 ' 5 7 " W 2 8 5 . 1 1 ' WOOD FENCE T.B.M. RAILROAD SPIKE INUTILITY POLEELEV = 45.90' NAD 83(2011) 1" EIP FOUNDCONTROL POINTN.C.G.S. COORDINATESN=192,868.18 E=2,357,327.71NAD83(2011) FENCE ENCROACHMENT 1.98 DOT R/W DISK S39° 3 8 ' 4 1 " W 1 8 0 . 2 6 ' PRO P O S E D R I G H T - O F - W A Y 194. 8 4 ' 14. 3 0 ' N42° 2 9 ' 3 8 " E 1 6 7 . 4 9 RIGH T - O F - W A Y A L O N G S U B J E C T P R O P E R T Y C U R R E N T L Y U N D E R C O N S T R U C T I O N EIP (BENT) FOUNDFOR REFERENCES12°21'01"W 1.14'FROM CORNER S53 ° 2 3 ' 4 2 " E 4 7 7 . 2 7 ' UN D E R G R O U N D T E L E P E R F I E L D M A R K I N G S FENCE ENCROACHMENT 2.32 CHAIN LINK FENCE (TYP) PERMANENT UTILITY EASEMENTDEED BOOK 6095, PAGE 2595 30. 0 0 20. 0 0 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 20' A T & T E A S E M E N T MB 64 , P G 1 6 2 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 30.00 N/F 7241 MARKET STREET, LLCDEED BOOK 6615, PAGE 1227PID : R04400-001-006-000 RIGH T - O F - W A Y 50' F R O N T S E T B A C K 26.4 ' 12.0 ' 12.7 ' 15.6 ' 12.0 ' 12.0 ' 5.0' 18.0 ' 24. 0 ' 18. 0 ' 4.9' 12.0 ' 9.0' 12.0 ' DO N O T E N T E R HATCHED AREA DENOTESNEW ASPHALT PAVEMENT 8'R 5'R 5'R 5'R 20'R 20'R 5'R 5'R 8'R 5'R 10'R 20'R 20'R 10'R 3'R10'R SCALE IN FEET 06030 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THISQUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARDGUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THECONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CALLING 811 FOR THE LOCAL NOTIFICATION CENTER. THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES,WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICHCONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. A. CONSTRUCT 2.0' STANDARD CONCRETE SPILLING CURB AND GUTTER PERDETAIL SHEET B. CONSTRUCT 2.0' STANDARD CONCRETE CATCHING CURB AND GUTTERPER DETAIL SHEET C. CONSTRUCT HANDICAP RAMP D. EXISTING CONCRETE ACCESSIBLE RAMP E. EXISTING ACCESSIBLE PARKING STALL F. EXISTING ACCESSIBLE PARKING SIGN PER DETAIL SHEET G. EXISTING "VAN ACCESSIBLE" HANDICAP PARKING SIGN PER DETAIL SHEET H. CONCRETE PAVEMENT PER DETAIL SHEET I. ASPHALT PAVEMENT PER DETAIL SHEET J. EXISTING ELECTRICAL METER AND MAIN PANEL K. EXISTING DUMPSTER PAD L. EXISTING CONCRETE WHEEL STOP M. MENU BOARD, COORDINATE WITH OWNER N. PAINT 4" WIDE STRIPE, WHITE PAINT, MINIMUM FLOW RATE OF 100 SFPER GALLON (PAINT FEDERAL STANDARD: TT-P1952D) O. NOT USED P. PAINT "STOP" AND "DO NOT ENTER" PER MUTCD Q. PAINT TRAFFIC ARROWS PER DETAIL SHEET R. SITE IDENTIFICATION SIGN. COORDINATE WITH OWNER AND CITY. S. MATCH EXISTING CURB AND GUTTER T. ASPHALT/CONCRETE TRANSITION PER DETAIL SHEET U. INSTALL STEEL PIPE BOLLARD PER DETAIL SHEET V. MATCH EXISTING PAVEMENT W. MATCH EXISTING CONCRETE SIDEWALK X. PAINT CROSS WALK PER DETAIL SHEET Z. PAINT 24" WHITE STOP BAR PER MUTCD AA. PROPOSED CONCRETE FLUME BB. SEAL COAT EXISTING ASPHALT PAVEMENT KEY NOTES PROPOSED EXISTING LEGEND RETAINING WALL WETLAND TREE LINE SAW CUT LINE BOLLARD PARKING STALL COUNT## A KEY NOTE CONCRETEPAVING CONCRETE SIDEWALK BOUNDARY LINE EASEMENT LINE CONCRETE CURB BUILDING LINE SIGN 1. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLEINFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITYOWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND LOCALCODES. 3. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNERPRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONOF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 4. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFYTHAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION ORFABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANYOTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES.FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TOASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANYREGULATORY AUTHORITY. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED ANDAPPLICABLE STATE, COUNTY AND LOCAL CODES. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES ANDRIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BEPROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 7. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESSCOORDINATED WITH RESPECTIVE UTILITY. 8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OROUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS. 9. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 10. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 11. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES. 13. GENERAL CONTRACTOR WILL ERECT AND ILLUMINATE A SITE IDENTIFICATION SIGN, PER OWNER'SSPECIFICATION. COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE. 14. FINISH CURB AND WALK ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE UNLESS NOTEDDIFFERENT ON PLAN. 15. CONTRACTOR SHALL ENSURE THAT ADEQUATE SITE LIGHTING IS PROVIDED PER OWNER'SSPECIFICATIONS. 16. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE, UNLESS OTHERWISE INDICATED. 17. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES ANDOTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OFCONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. 18. ALL DISTURBED AREAS SHALL HAVE TEMPORARY SEEDING AND MULCHING. ALL AREAS THAT AREPLANNED TO BE BARE FOR MORE THAN 45 DAYS SHALL BE SEEDED AND MULCHED WITHIN SEVEN (7)DAYS. 19. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THELOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERESHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTSHAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGESOR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THECONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-SUBSCRIBING UTILITIES. THE CONTRACTOR(S)SHALL CONTACT THE LOCAL LOCATE SERVICE BY CALLING 811 AT LEAST 12 FULL WORKING DAYS PRIORTO ANY DIGGING FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. 20. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND SHALLCONFORM TO LOCAL REGULATIONS. 21. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 95 STANDARD PROCTOR MAXIMUM DRY DENSITYOR AS RECOMMENDED IN THE SOIL REPORT. 22. THE CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATIONOF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPONCOMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 23. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONSAND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPAREDTHE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF ANYFIELD CONFLICTS. 24. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALLCONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY ANDLOCAL CODES. 25. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING DIMENSIONSAND BUILDING SPECIFIC ITEMS. 26. CONTRACTOR SHALL COORDINATE EXACT SIZE OF HVAC CONCRETE PADS WITH MECHANICALCONTRACTOR. REFER TO MECHANICAL PLANS FOR DETAILS. 27. ALL SEEDING, TEMPORARY AND PERMANENT, TO BE INSTALLED TO LOCAL REGULATIONS AND STANDARDPRACTICES. 28. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH "THE CURRENT EDITION OF THE STATEDEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS SPECIFICATIONS". 29. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION PURPOSES ONLY. 30. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE IRRIGATIONCONTRACTOR, FOR IRRIGATION SLEEVE SIZE FOR IRRIGATION SYSTEM. 31. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITECONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALLPERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, ANDHOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY, REAL OR ALLEGEDIN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISINGFROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL. DEVELOPMENT NOTES 24 HOUR CONTACT KYLE ULANDERCONSTRUCTION MANAGERTELEPHONE: (336) 867-8800 SPILL CURB LIGHT POLE ACCESSIBLEPARKING NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT 24. 1 S ( L M S T E C H ) | N I C K G O L L I F E R | 1 1 / 1 3 / 2 0 2 4 1 : 2 1 : 2 1 P M X:\ O U T - C O O K O U T \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 3 . 0 1 - S I T E - N C . D W G : C 3 . 0 1 S I T E P L A N CONSTRUCTION DOCUMENTS© 2021 Sambatek COOK OUT RESTAURANT 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 Q Q Q Q Q Q Q Q Q Z H H H H H H K T T T T T T NN O M B B A A AM U JU S S Q Q D N P L E E B C G F I S W V V V V V V V D N N N Q Q I AA AA R 11/13/2024 MEMORANDUM To: New Hanover County Technical Review Committee Date: January 2, 2025 Subject: Cookout Restaurant - TRC Design Document Comments: • Provide Auto Turns Movements for Fire and Rescue Vehicles entering and exiting the U.S 17/Market Street driveway. NCDOT Projects: • U-4902D: U.S. 17 Business (Market Street) Roadway Improvements from SR 1403/Middle Sound Loop Road to SR 2734/Marsh Oaks Drive currently under construction. This project is occurring directly at the proposed development site. WMPO 2045 MTP Projects: • U-4902D also included in the WMPO’s 2045 MTP New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is required. A scoping document must be submitted to the WMPO’s Deputy Director, Abby Lorenzo (Abigail.Lorenzo@wilmingtonnc.gov), to begin the TIA process. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Fast Food with Drive Thru (934) 4,163 SF 1,946 186 138