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HomeMy WebLinkAbout8-20-25 TRC Agenda Packet TECHNICAL REVIEW COMMITTEE AGENDA August 20th, 2025 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, August 20th, 2025 at 2:00 p.m. to discuss the below items. The Technical Review Committee (TRC) is a staff-level group that reviews projects for compliance with the regulations administered by each respective review agency. The TRC meetings are considered staff meetings with applicants and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state agencies about the review comments they have been provided. No voting is involved in the technical review process and no approvals or denials are made at TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Information about the projects can be found on online at the county’s Development Activity page. This meeting will be conducted remotely via teleconference. Interested parties can listen to the August 20, 2025 TRC meeting by calling 336-218-2051 and entering conference ID: 954 750 2# 2 Agenda Items Item 1: 7495 Market Street - West Bay Commercial - SITECN-25-000085 • Request by Dallas Harris, Owner, for two new buildings on the site, 4,200 sq ft & 2,400 sq ft • Use is general retail and other limited uses. • Site is 1.15 acres, zoned (CZD) B-2, rezoning case Z25-07 • Engineer is Jimmy Fentress with Stroud Engineering (jfentress@stroudengineer.com) • Case planner is Katherine May (kmay@nhcgov.com) Item 2: 4200 Castle Hayne Road - Outdoor Golf - SITECN-25-000087 • Request by Ross Howe with ZCH Investments for a 9,984 sq ft golfing facility (building is 9,984 sq ft) • Includes mini golf, putting and chipping greens, tee boxes and a driving range • Site is 11.2 acres, zoned (CZD) Community Business, rezoning case Z24-20 • Engineer is Nick Lauretta with Riverview Engineering (nlauretta@rivervieweng.com) • Case planner is Amy Doss (adoss@nhcgov.com) Item 3: 3018 Hall Watters Drive- Sellers Tile Company Expansion - SITECN-25-000088 • Request by Sellers Family Properties, LLC for a new building on their existing site- 6,000 new sq ft • Use is warehousing for the existing business on the site. • Site is 2.2 acres, zoned I-2 • Engineering Firm is Paramounte Engineering, represented by Brad Schuler (bschuler@paramounte-eng.com) • Case planner is Katherine May (kmay@nhcgov.com) 3 Item 4: 7241 Market Street - Guthrie's Restaurant - SITECN-25-000090 • Request by Wilmington WW, LLC for a 2,200 sq ft restaurant • Use is restaurant, this is a fast food restaurant with a two lane drive thru • Site is 1.4 acres, zoned B-2 • Engineer is Alex Rodriguez with Kimley Horn (alexm.rodriguez@kimley-horn.com) • Case planner is Ryan Beil (rbeil@nhcgov.com) Item 5: ILM Airport Parking Deck - SITECN-25-000086 • Request by Granseur Dick with the ILM International Airport for a new parking deck • Use is parking structure • Site is 21 acres, zoned Airport Commerce • Engineer is Andrew Samberg with RS&H Architects-Engineers-Planners, Inc. (andrew.samberg@rsandh.com) • Case planner is Katherine May (kmay@nhcgov.com) 7495 Market Street – Westbay Commercial – TRC Review Page | 1 To: James Fentress, Jr., Stroud Engineering From: Katherine May, Development Review Planner Date: August 20, 2025 Technical Review Committee (TRC) PID#: R03618-012-032-000 Egov# SITECN-25-000085 Subject: 7495 Market Street – Westbay Commercial - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the August 20, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. 7495 Market Street – Westbay Commercial – TRC Review Page | 2 Planning, Katherine May 910-798-7443 Compliance with local zoning requirements 1. General Comments a. The zoning district is (CZD) CB, Community Business b. As stated in the application the intended use is retail sales, general and The Unified Development Ordinance (UDO) defines the use as i. Retail Sales, General: Commercial enterprises that provide goods and/or services for sale, lease, or rental directly to the consumer. Examples include stores selling, leasing, or renting consumer, home, and business goods such as art, clothing, dry goods, electronic equipment, furniture, garden supplies, hardware, jewelry, pet food, and printed material. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. d. There does not appear to be a Duke Energy Transmission Lines/Easement on the Property. e. This project was conditionally rezoned on June 2, 2025 under the rezoning case Z25- 07. f. Please add all the conditions of the rezoning to the site plan: i. Retail hours shall be limited to 8 AM to 7 PM ii. The height of the exterior light fixtures shall not exceed 25 feet and all exterior luminaries, including security lighting, shall be full cut-off fixtures that are directed downward. iii. An additional row of vegetation beyond the UDO requirements shall be provided in the buffer area along the northwestern property line. iv. The location of the dumpster shall be on the south side of the property and screened with vegetation. v. The proposed rezoning’s principal use shall be limited to: 1. Retail Sales (General), 2. Offices for Private Businesses and Professional Activities 3. Business Service Center 4. Post Office 5. Medical and Dental Office and Clinic 6. Veterinary Service (Excluding outdoor storage or kennels) 7495 Market Street – Westbay Commercial – TRC Review Page | 3 7. Instructional Services and Studios 8. Personal Servies (General) vi. The back facade of the commercial building facing Torchwood Blvd must be aesthetically similar as the face of the building. The rear of the building must be screened from Torchwood Blvd. vii. Additional plantings must be provided along Market Street to qualify for the 75-foot setback set forth by the Special Highway Overlay District. viii. The existing live oak tree shown on the concept plan shall be retained on site. 2. UDO Section 5.1, Parking and Loading a. Retail Sales, General requires 2.5 parking spaces for every 1,000 square feet of building area. Project proposes 6,600 total square feet split between two buildings. Required parking is 6,600 / 1,000 = 6.6 x 1.5 = 9.9 (10) required parking spaces. The plan exceeds 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. 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. Are any trees being removed? If so, please submit a tree survey that shows the tree species, diameter, and mitigation method. 5. UDO Section 5.4, Landscaping and Buffering a. Landscaping details are currently listed on the site plan, however the full landscaping plan is missing. Please submit as soon as possible. 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. Are any signs proposed for the site? If the sign is along a DOT maintained road or near an intersection with a DOT road (including the driveway access). They need to show the required DOT sight triangles on the plan and the sign location must be outside the sight triangles. 7495 Market Street – Westbay Commercial – TRC Review Page | 4 b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Map, there are no Conservation Resources on this site. 9. UDO Article 9, Flood Damage Prevention a. The parcel is not in a floodplain. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. A fire hydrant will be required at the entrance to the project. 2. A marked fire lane will be required in front of the 4,200 SF building. NHC Soil & Water Conservation, Dru Harrison 910-798-7130 General comments about existing soil conditions of the site. 1. Please see the attached comments. NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater and land disturbing 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-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Controlhowever. 2. Please contact the State for their stormwater permit requirements. A high density permit is anticipated. 3. Positive drainage from the offsite stormwater drainage coming from the west must continue to be conveyed to the roadside ditches. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water and sewer. Proposed infrastructure does not violate setbacks to any surrounding properties well or septic systems. NHC Addressing, McCabe Watson 910-798-7068 7495 Market Street – Westbay Commercial – TRC Review Page | 5 Street naming and property address 1. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 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; CFPUA sewer available via a mainline extension. 4. CFPUA Meter Sizing Form will be required. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. Please see the attached comments. WMPO, Caitlin Cerza 910-473-5130 New Hanover County contracted traffic engineering services comments: 1. Please see the attached comments Army Corps of Engineers, Brad Shaver 910-251-4611 Requirements if wetlands are impacted 1. No comments. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools 7495 Market Street – Westbay Commercial – TRC Review Page | 6 NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager 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 Natural Resources Conservation Service Map Unit Legend (7495 Market St) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Le Leon sand 0.3 18.2% Rm Rimini sand, 1 to 6 percent slopes 1.2 81.8% Totals for Area of Interest 1.5 100.0% Custom Soil Resource Report Soil Map (7495 Market St) 37 9 6 69 0 37 9 6 70 0 37 9 6 71 0 37 9 6 72 0 37 9 6 73 0 37 9 6 74 0 37 9 6 75 0 37 9 6 76 0 37 9 6 77 0 37 9 6 78 0 37 9 6 79 0 37 9 6 80 0 37 9 6 81 0 37 9 6 82 0 37 9 6 83 0 37 9 6 69 0 37 9 6 70 0 37 9 6 71 0 37 9 6 72 0 37 9 6 73 0 37 9 6 74 0 37 9 6 75 0 37 9 6 76 0 37 9 6 77 0 37 9 6 78 0 37 9 6 79 0 37 9 6 80 0 37 9 6 81 0 37 9 6 82 0 37 9 6 83 0 240 990 241 000 241 010 241 020 241 030 241 040 241 050 241 060 241 070 241 080 241 090 240 980 240 990 241 000 241 010 241 020 241 030 241 040 241 050 241 060 241 070 241 080 241 090 34° 16' 49'' N 77 ° 48 ' 49 ' ' W 34° 16' 49'' N 77 ° 48 ' 44 ' ' W 34° 16' 44'' N 77 ° 48 ' 49 ' ' W 34° 16' 44'' N 77 ° 48 ' 44 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 35 70 140 210Feet010204060Meters Map Scale: 1:746 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP INFORMATION 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. TO: New Hanover County Planning Department, New Hanover SWCD, July 30th, 2025 FROM: Dru Harrison, Soil & Water Director RE: 7495 Market Street I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Leon sand (Le) and Rimini sand (Rm). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability”, Rimini is a Class I soil, and Leon is a Class III soil. The Soil Survey of New Hanover County lists Rimini as excessively well drained and Leon as poorly drained. Leon is on the New Hanover County Hydric Soils “Ä” list, which means there are possibly wetland areas that are subject to regulation under the Clean Water Act. An adequate drainage and maintenance plan is needed for suitable housing or commercial use. 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. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: August 7, 2025 Subject: Westbay Commercial – 7495 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 The sketch plan has been sent to NCDOT Project Development since this is within an active STIP project (U-4902D). • Once their review is completed additional comments may be provided. You can coordinate with the District Office with any questions 910-398-9100. 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. • 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). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Site Plan Comments: NCDOT Active STIP Project U-4902D: • Any proposed construction activities within the limits of the active STIP project will require a hold harmless letter from the NCDOT contractor. Public Utility/Drainage Easements: • Anything that is constructed within the public easements must meet NCDOT guidelines. • Refer to the NCDOT Right of Way Department for additional information. Drainage/Stormwater Conveyance: • Additional information is needed on the existing and proposed drainage in the area. • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. • Hydraulic calculations and associated plan sheets will need to be submitted for the site. o This will be reviewed by the NCDOT Hydraulics Unit. NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. 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 • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. Driveway Radius: • Label the radii for the proposed driveway/driveways. • Make sure to accommodate the largest proposed vehicle. Internal Stem Protection: • Label the internal protection stem length for the proposed driveway connection. o Measured from the right-of-way line. 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 MEMORANDUM To: New Hanover County Technical Review Committee Date: August 7, 2025 Subject: West Bay and Commercial NCDOT Projects: • U-4902D- SR 1403 Middle Sound Loop Road to SR 2290 Mendenhall Drive / SR 2743 Marsh Oaks Drive construct access management improvements. Is in direct proximity of this sites location. WMPO 2045 MTP Projects: • U-4902D is also included in the WMPO 2450 MTP. New Hanover County Projects: • N/A TIA: Label the proposed buildings with the proper ITE trip generation code. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Office (710) 4,200 SF 48 6 6 General Office (710) 2,400 SF 26 4 3 Outdoor Golf – 4200 Castle Hayne Rd – TRC Review Page | 1 To: Ross Howe, ZCH Investments, LLC From: Amy Doss, Associate Planner Date: August 20.2025 Technical Review Committee (TRC) PID#: R0170-004-034-000 Egov# SITECN-25-000087 Subject: 4200 Castle Hayne Rd – Outdoor Golf - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the August 20, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Outdoor Golf – 4200 Castle Hayne Rd – TRC Review Page | 2 Planning, Amy Doss 910-798-7571 1. General Comments a. Property is zoned (CZD) CB, Community Business, case Z24-20. b. As stated in the application the intended use is for an outdoor recreation establishment. The Unified Development Ordinance (UDO) defines the use as i. Uses that provide commercial recreation or amusement outdoors (except adult entertainment), including but not limited to: drive-in movie theater, amusement park or theme park, fairgrounds, miniature golf establishments, golf driving ranges, water slides, and batting cages. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. d. The project was part of conditional rezoning, case number Z24-20 and subject to conditions as noted on C-001. e. Please log on to Coast and pay the $75 review fee, or call 910-798-7355 and reference SITECN-25-000087 and INV-00146565 to pay over the phone. 2. UDO Section 5.1, Parking and Loading a. Use requires 4 parking spaces for every 1,000 square feet of outdoor recreation. Project proposes 20,000 square feet. Required parking is 20,000 / 1,000 = 20 x 4 = 80 required parking spaces. 100 parking spaces have been provided. b. Please note that the UDO requires all commercial development that exceeds 25 parking spaces to provide conduit for future Electric Vehicle Parking- EV Capable Spaces. i. The number of EV-Capable spaces is calculated based on 20% of the parking required. ii. This caps at a maximum of 15 EV-Capable spaces per project (80 x .2 = 16). iii. Please indicate on the site plan which spaces will be EV-capable and where the conduit will be run. 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 Outdoor Golf – 4200 Castle Hayne Rd – TRC Review Page | 3 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. Please submit a Tree Removal Application and a tree removal plan to accompany the tree survey, when ready. The mitigation noted on page L-101 cannot be approved without the tree removal permit application and accompanying table with sufficient tree data showing species, size, and calculations. 5. UDO Section 5.4, Landscaping and Buffering a. Please break out parking lot landscaping in the landscape data table showing required and provided calculations. b. Foundation plantings adequately meet requirements. c. Transitional buffer is not shown on the southern boundary adjacent to undeveloped R-20 land. If it is the applicant’s intent to use existing vegetation to satisfy the ordinance requirements, please document the existing vegetation on the landscape plan. d. Please break out street yard calculations in the landscape data table showing required and provided calculations. 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. The New Hanover County Conservation Resource Map indicates approximately 3.4 acres of swamp forest conservation resource on the property which is below the ordinance threshold of a minimum of 5 acres that triggers additional development standards. Outdoor Golf – 4200 Castle Hayne Rd – TRC Review Page | 4 NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Finals required 2. Portable fire extinguishers required per NFPA 10 NHC Soil & Water Conservation, Dru Harrison 910-798-7138 Non-regulatory comments provided. 1. Please see attached. NHC Engineering, Galen Jamison 910-798-7072 1. A County stormwater and land disturbing 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-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Control however. 2. Please contact the State for their stormwater permit requirements. A low density permit is anticipated. 3. Per Section 2.6.5 of the NHC Stormwater Design Manual, public drainage easements for open channels should be rounded to the nearest 5’ increment. 4. The relocation of the existing channel will likely require additional tree removal to fill the existing 1.5’ ditch. 5. The final SCM could not be found. How are the County stormwater ordinance requirements anticipated to be met? NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to a private drinking water well. This well will need to be approved by the appropriate agency depending on use and employees. It could require approval through NC DEQ Public Drinking Water Section. Correspondence with NC DEQ will be needed since this site is located close to a EPA Superfund Site and construction of a drinking water well may be problematic. Well permits and approvals will be necessary prior to building permit issuance. 2. A septic permit has been issued for this site for a previous design. OSWPIP-24-0039 has been issued by The Davey Group for a different use. This permit will need to be revoked by The Davey Group prior to a new permit being issued. Application annotates 1500 GPD wastewater flow. This is a high flow for a site that has poor soils. It is highly suggested that Outdoor Golf – 4200 Castle Hayne Rd – TRC Review Page | 5 a consultant is contacted to confirm this flow can be achieved on this parcel. Septic applications must be made to either NHC Environmental Health or a Private Consultant and permits obtained prior to a building permit issuance. NHC Addressing, McCabe Watson 910-798-7068 1. No comments, the existing address is acceptable. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. No comments. Site plan reflects well and septic. NCDOT, Nick Drees 910-343-3915 1. Please see attached. WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. Please see attached. Army Corps of Engineers, Brad Shaver 910-251-4611 1. The Corps recently completed a jurisdictional determination and found no on-site resources under our jurisdiction. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources NHC Sustainability Manager, Madelyn Wampler 910-798-7175 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 Natural Resources Conservation Service Map Unit Legend (4200 Castle Hayne Rd) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Le Leon sand 0.0 0.4% Ls Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast Flatwoods 0.1 0.8% Ly Lynn Haven fine sand 0.1 0.6% On Onslow loamy fine sand 0.9 8.8% Pn Pantego loam 9.1 89.5% Totals for Area of Interest 10.1 100.0% Custom Soil Resource Report Soil Map (4200 Castle Hayne Rd) 38 0 2 03 0 38 0 2 08 0 38 0 2 13 0 38 0 2 18 0 38 0 2 23 0 38 0 2 28 0 38 0 2 33 0 38 0 2 38 0 38 0 2 43 0 38 0 2 48 0 38 0 2 03 0 38 0 2 08 0 38 0 2 13 0 38 0 2 18 0 38 0 2 23 0 38 0 2 28 0 38 0 2 33 0 38 0 2 38 0 38 0 2 43 0 38 0 2 48 0 231 290 231 340 231 390 231 440 231 490 231 540 231 590 231 290 231 340 231 390 231 440 231 490 231 540 231 590 34° 19' 44'' N 77 ° 55 ' 14 ' ' W 34° 19' 44'' N 77 ° 55 ' 1'' W 34° 19' 29'' N 77 ° 55 ' 14 ' ' W 34° 19' 29'' N 77 ° 55 ' 1' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 100 200 400 600Feet03060120180Meters Map Scale: 1:2,260 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP INFORMATION 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. TO: New Hanover County Planning Department, New Hanover SWCD, July 30th, 2025 FROM: Dru Harrison, Soil & Water Director RE: 4200 Castle Hayne Rd I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Leon sand (Le), Lynchburg fine sand (Ls), Lynn Haven fine sand (Ly), Onslow loamy fine sand (On), and Pantego loam (Pn). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability”, Lynchburg and Onslow are Class II soils, and Leon, Lynn Haven and Pantego are Class III soils. The Soil Survey of New Hanover County lists Lynchburg and Onslow as somewhat poorly drained, Leon and Lynn Haven as poorly drained, and Pantego as very poorly drained. Leon, Lynn Haven and Pantego are on the New Hanover County Hydric Soils “Ä” list, which means there are possibly wetland areas that are subject to regulation under the Clean Water Act. Lynchburg is on the Hydric Soils “B” list, which means it may contain areas of wetland. An adequate drainage and maintenance plan is needed for suitable housing or commercial use. 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. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: August 6, 2025 Subject: Castle Hayne Golf Center – 4200 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 You can coordinate with the District Office with any questions 910-398-9100. 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. • 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). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). 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: Proposed Trip Generation: • Provide the proposed daily and pm peak trips. Drainage/Stormwater Conveyance: • Additional information is needed on the existing and proposed drainage in the area. • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. 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 Gated Entrances: • Show and label any proposed gates with distances to the right of way line. Internal Stem Protection: • Label the internal protection stem length for the proposed driveway connection. o Measured from the right-of-way line. LOGWOOD 22 IRONWOOD 8 SPRUCES 18 SPRUCES 15 HICKORY 9 OAK 23 OAK 24 OAK 14 OAK 16 OAK 14OAK 15 OAK 8 OAK 15 PINE 23 PINE 16 PINE 20 PINE 8 PINE 15 PINE 22 MAGNOLIA 12 OAK 10OAK 12 PINE 18 PINE 14PINE 18 PINE 9 PINE 9 OAK 10OAK 10OAK 8 12 10 4 OAK 10 5 TWIN OAKS 18 PINE 4 MAGNOLIA 8 OAK 11 OAK 9 OAK8 GUM 8 GUM 9 OAK 19 MAPLE9 GUM 8 GUM 10 6 5 4 MAPLE CLUSTER 9 MAGNOLIA 8 GUM 8 GUM 13 MAGNOLIA 10 GUM 8 GUM 10 OAK 10 GUM 12 GUM 8 GUM 8 GUM 8 GUM 8 MAGNOLIA 12 PINE 9 MAGNOLIA10 GUM 12 MAPLE 8 OAK 4 MAGNOLIA 9 OAK 24 PINE BS.NAIL 8 MAGNOLIA 8 GUM 8 7 6 4 MAPLE CLUSTER 9 GUM10 GUM 12 GUM 8 MAPLE 12 11 TWIN GUM 5 4 TWIN MAGNOLIA 8 7 4 GUM CLUSTER 11 5 4 3 3 GUM CLUSTER12 PINE 4 MAGNOLIA 8 OAK 12 GUM 4 MAGNOLIA 8 GUM 4 MAGNOLIA 9 GUM12 PINE 8 5 4 GUM CLUSTER 8 OAK8 OAK 16/16 IN GUM 13/12/9 OAK 21" OAK 12" OAK 9" OAK 40" GUM 14/18" GUM 38" GUM18" GUM 24/3O" GUM 24" GUM 16" GUM 17" OAK 12" OAK 28/24" OAK 18" GUM 21" GUM 40" GUM 20" OAK 14" GUM 20" GUM18 GUM 20 GUM 12 PINE 12 OAK 12 8 5 OAK CLUSTER 10 GUM 8 GUM12 OAK 12 OAK 10 GUM 8 OAK 10 OAK 8 OAK 8 OAK 15 OAK 8 OAK 11 OAK 8 PINE 9/5 TWIN OAK 12 PINE9/4 TWIN OAK15 PINE 10 OAK9 OAK18 PINE18 PINE8 OAK22 PINE10/5 TWIN OAK 8 OAK11 OAK 17 PINE15 OAK 12 OAK11 OAK 11" OAK 9" PINE 8 OAK8 OAK 9 PINE 12 OAK11 8 6 5 4 OAK CLUSTER 14 GUM 8 OAK 9 GUM 8 GUM 18 GUM 13 GUM 8 OAK 7 6 5 MAGNOLIA CLUSTER15 PINE 13 GUM 8 OAK9 GUM 14 MAPLE 16 PINE 12 GUM 23 PINE 14 GUM 8 MAPLE8 OAK17 PINE 17 PINE 13 PINE R/WC/L R/W KA OA 22 OO5 449 E 4 MUGMMUG" /16 116 1 OOW 1 O ENP3151KAO 61NIP P 22 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 CO N T A I N E R G O L F SITE PLAN CS101 TRC SUBMITTAL 1 1038.01 4200 CASTLE HAYNE ROAD WILMINGTON, NC 28411 REVIEW - NOT FOR CONSTRUCTION JULY 15, 2025 N. LAURETTA, PE, LEED AP NJL ZC H I N V E S T M E N T L L C 52 0 G R E E N H E R O N D R I V E WI L M I N G T O N , N C 2 8 4 1 1 NJL / JAT 4' CONCRETESIDEWALK DUMPSTER PADAND ENCLOSURE GRAVEL PARKING LOT,4" WASHED #57 STONEOVER NON-WOVENGEOTEXTILE FABRIC ASPHALTDRIVEWAYAPRON OFFICE(640 SF) RESTROOMS(640 SF) PRE-CAST WHEELSTOP (TYP.) SITE PLAN1SCALE: 1" = 50' GRAPHIC SCALE 50'050' SCALE: 1" = 50' 100'NC GRID NAD 83/2011 20.0'TRANSITIONALBUFFER (A1) 18.0'STREETYARD 251 YDS. TEE BOX (TYP.) 24.0' 9.0 ' TY P . 18.0'TYP. 9.0 ' 8.0 ' 9.0 ' CONCRETEADA PARKING 24' 24 . 0 ' 24.0'24.0' MULCH PATH(TYP.) DRIVINGRANGE SITE DATA PROJECT INFORMATION PROJECT NAME CONTAINER GOLF PROJECT ADDRESS 4200 CASTLE HAYNE ROAD WILMINGTON,NC 28411 PARCEL ID R01100-018-012-000TOTAL PROPERTY ACREAGE ±11.26 AC APPLICANT/DEVELOPER ZCH INVESTMENT LLC520 GREEN HERON DRIVEWILMINGTON, NC 28411 ENGINEER RIVERVIEW ENGINEERING, PLLCNICHOLAS LAURETTA, PE, LEED APCURRENT ZONING (CZD) CB CURRENT USE VACANT LAND PROPOSED USE COMMERCIALFLOOD HAZARD ZONE XRIVER BASIN CAPE FEAR RECEIVING STREAM PRINCE GEORGE CREEK (18-74-53)CLASSIFICATION C: SWPARKING REQUIRED PARKING RATIO 4 / 1,000 SF (OUTDOOR REC.)REQUIRED PARKING 20,000 SF / 1000 * 4 = 80 SPACES PARKING PROVIDED 96 + 4 ADA (100 TOTAL) SETBACKSFRONT 20SIDE STREET 20 SIDE INTERIOR 20REAR25IMPERVIOUS COVERAGE EXISTING 0 SF PROPOSED 49,548 SF (10.0%) PROPOSED OFFSITE 1,460 SF DISTURBED AREA 11.20 AC FLOOD PLAIN NOTES THE SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINEDBY FEMA FLOOD PANEL 3720322100K, DATED FEBRUARY 16, 2007. STORMWATER NOTES 1. STORMWATER MANAGEMENT WILL BE DESIGNED IN ACCORDANCE WITHSTATE AND NEW HANOVER COUNTY STANDARDS.2. FULL PERMIT APPROVALS WILL BE PROVIDED TO NEW HANOVER COUNTYWHEN RECEIVED.3. STORMWATER WILL BE HANDLED BY SHEET FLOW AND VEGETATEDCONVEYANCES. THE PROJECT WILL APPLY FOR A LOW-DENSITY PERMITFROM NCDEQ. UTILITY NOTES 1. ALL WATER SERVICES WILL BE PROVIDED BY PRIVATE WELL.2. ALL SEWER SERVICES WILL BE PROVIDED BY PRIVATE SEPTIC3. HYDRANTS WILL BE PROVIDED PER NEW HANOVER COUNTY EMERGENCYMANAGEMENT REQUIREMENTS. GENERAL NOTES 1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST ON THE SUBJECTPARCEL. 20.0' SIDESETBACK 26.0' PUBLICDRAINAGEEASEMENT 25.0'REARSETBACK 20.0'TRANSITIONALBUFFER (A1) 20.0' SIDESETBACK 20.0'TRANSITIONALBUFFER (A1) PARK GOLF(±22,000 SF) PARK GOLF(±11,000 SF) FAMILY PLAY AREA(±12,500 SF 5.0 ' 20'X70' SIGHTDISTANCE TRIANGLE R25' R2 5 ' (T Y P . ) 36. 0 ' R30' R3 0 ' R3 '(T Y P . ) 28. 9 ' 10.0' 18. 0 ' 26.0' PUBLICDRAINAGEEASEMENT 26.0' PUBLICDRAINAGEEASEMENT 07/15/25 29.0 29.0 29.0 29.0 29.0 28.5 28.5 28.5 28.5 28.5 28.5 28.528.5 28.528.5 28.5 28.5 28.5 28.0 28.028.028.028.028.0 28.0 28.0 28.028.028.028.0 28.0 28.0 27.527.527.527.527.5 27.5 27.5 27.527.527.527.5 27.5 27.5 27.0 27.0 27.0 27. 0 27.0 27.027.027.027.0 27.0 27.0 27.0 26.5 26.526.5 26.5 26.526.526.526.5 26.5 26.5 26.526.5 26.5 26.5 26.5 26.5 26.0 26.026.0 26.0 26.0 26.0 26.0 26.026.0 26.0 26.026.0 26.0 26.0 26.0 26.0 26.0 26.0 25.5 25.5 25.5 25.5 25.525.5 25.5 5 25.5 25.5 25.5 25.5 25.525.5 25.5 25.525.5 25.525.5 25.5 25.0 25.025.0 25.025.025.0 25.025.0 25.0 25.0 25.0 25.0 25.025.025.0 25.0 25.0 25.0 25.0 25.0 24.524.524.5 24.524.524.524.524.5 24.5 24.5 24.5 24.5 24.5 24.5 24.5 24.5 24.5 24.5 24.0 24.0 24.024.0 24.0 24.0 24.024.0 24.0 24.0 24.024.0 24.0 24.0 24.0 24.0 24.0 23.523.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 22.5 5 22.5 3"E I P - 2 ' A G EIRNIR S EIR EI R N: 2 1 2 , 2 5 3 . 0 2 7 2 F T E: 2 , 3 2 6 , 2 4 1 . 1 6 8 7 F T NA D ' 8 3 C O O R D I N A T E Z: 2 6 . 9 8 ' NA V D ' 8 8 SIT E B E N C H M A R K RR S S E T I N P P EL E V . 2 7 . 8 6 ' NAV D ' 8 8 PUBLIC RIGHT-OF-WAYCASTLE HAYNE ROAD (HWY 133) R/W C/L R/W 31 . 5 0 ' 30 '48 . 5 5 ' 50 . 3 2 ' IN V . 2 3 . 3 6 ' 24 " R C P IN V . 2 2 . 6 3 ' IN V . 2 3 . 7 4 ' 24 " R C P IN V . 2 3 . 5 1 ' IN V . 2 4 . 1 1 ' 24 " R C P IN V . 2 3 . 9 3 ' 18 " R C P IN V . 2 6 . 1 9 ' 18 " R C P IN V . 2 6 . 1 3 ' IN V . 2 7 . 0 3 ' 24 " R C P IN V . 2 6 . 5 4 ' IN V . 2 3 . 9 4 ' IN V . 2 3 . 9 1 ' DR I V E W A Y DR I V E W A Y DR I V E W A Y DR I V E W A Y N/F LEWIS LESLIER017-004-060-000 10 + 0 0 11 + 0 0 +00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 27.0.0.02772700262626.526 5 26 26.0260260260 22000025.2552255524.55552424.00002222 1.5 051 0 1PROP. 63LF OF24" CL IV RCP @ 0.80% 27 27 26 25 25 26 2768 P NI PPN KRAAMHMH88 LOD LODLODLODLODLODLODLODLOD LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD 26 . 5 26 . 5 26.5 26 . 5 20 25 30 35 20 25 30 35 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 EXISTING GRADE 20 25 30 35 20 25 30 35 -0.50% 9+50 10+00 11+00 11+50 EL E V . 2 7 . 0 0 ST A 1 0 + 2 2 . 3 4 EL E V . 2 6 . 9 0 ST A 1 0 + 4 2 . 0 0 0.60% 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 CO N T A I N E R G O L F DRIVEWAY PLAN CS102 TRC SUBMITTAL 1 1038.01 4200 CASTLE HAYNE ROAD WILMINGTON, NC 28411 REVIEW - NOT FOR CONSTRUCTION JULY 15, 2025 N. LAURETTA, PE, LEED AP NJL ZC H I N V E S T M E N T L L C 52 0 G R E E N H E R O N D R I V E WI L M I N G T O N , N C 2 8 4 1 1 NJL / JAT 40'0 40'80' SCALE: 1" = 40' GRAPHIC SCALE NC GRID NAD 83/2011 2" SF9.5B SUPERPAVE HOT MIX ASPHALT SURFACE COURSE (NCDOT SPECIFICATION) 8" AGGREGATE BASE COURSE (NCDOT SPECIFICATION) 1 2 DRIVEWAY SECTION SCALE: NOT TO SCALE4 36.0' ASPHALT 12 ℄ -0.02 FT/FT-0.02 FT/FT NCDOT STANDARD DRAWINGS PART OF THIS SET BY REFERENCE NCDOT DETAIL DWG NO. WORK ZONE ADVANCE WARNING SIGNS 1101.01 TEMPORARY LANE CLOSURES 1101.02 TRAFFIC CONTROL DESIGN TABLES 1101.11 PORTABLE WORK ZONE SIGNS 1110.02 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS 1205.01 TEMPORARY SILT FENCE 1605.01 MATTING INSTALLATION 1631.01 COIR FIBER BAFFLE 1640.01 NCDOT NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILIZING ALL APPLICABLEAND CURRENT NCDOT STANDARD DRAWINGS INCLUDING, BUT NOTLIMITED TO, THE DRAWINGS INCLUDED OR REFERENCED WITHIN THESEPLANS AND THE APPROVED PERMIT PACKAGE. 2. UPON SUBSTANTIAL PROJECT COMPLETION, CONTRACTOR TO CLEAREXISTING CULVERTS/PIPES, CATCH BASINS, AND DITCHES ALONGFRONTAGE AND DOWNSTREAM AS NECESSARY TO ACHIEVE POSITIVEDRAINAGE. 3. ALL PROPOSED OR RELOCATED SIGNAGE SHALL BE PLACED ORREPLACED IN ACCORDANCE WITH NCDOT APPROVED BREAKAWAY SIGNSUPPORTS AS DETAILED IN DIVISION 12 IN THE NCDOT STANDARDDRAWINGS. 4. CONTRACTOR TO SAWCUT EXISTING ASPHALT FOR SMOOTH JOINT NOTALIGNED WITH WHEEL PATH. NC133 ROAD PLAN1SCALE: 1" = 40' NC133 ROAD PROFILE2SCALE: HOR 1" = 50' VER 1" = 5' DRIVEWAY PROFILE3SCALE: HOR 1" = 20' VER 1" = 2' POSTED SPEED LIMIT 70'X10' SIGHT DISTANCETRIANGLE (TYP.) EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY EX. DRIVEWAY R/W℄ 1' SHOULDER1.0% MIN.2.0% MAX. FILL S L O P E (MAX. 2 : 1 ) CUT SL O P E (MAX. 1 . 5 : 1 ) FILL SL O P E (MAX. 2 : 1 ) CUT S L O P E (MAX. 1 . 5 : 1 ) 1' SHOULDERVARIES1.0% MIN.2.0% MAX EDGE OF ASPHALT 36.0' FULL ACCESSDRIVEWAYSTA = 27+33 8" AGGREGATE BASE COURSE(NCDOT SPECIFICATION) ASPHALT PAVEMENT SECTION 2" SF9.5B SUPERPAVE HOT MIX ASPHALTSURFACE COURSE (NCDOTSPECIFICATION) 12" COMPACTED SUBGRADE(98% OF MAXIMUM DRY DENSITY ASTM D-698) SCALE: NOT TO SCALE5 EX. DRIVEWAY EX. DRIVEWAY 12.0'PVMT.10.3'SHLD 9.2 " 61. 4 ' 72. 5 ' 84 . 5 ' 95.8'R30 'R30' 31 . 4 ' 19. 3 ' GRAVEL 450.0'450.0' 3.5 ' 07/15/25 N/F GODINEZ JOSE ACR01700-004-003-001DB 6746 PG 902LOT A DIV FM 105 MARATHONZONING: R-20 RESIDENTIAL N/FHERMITAGE PROPERTY HOLDINGS LLCR01719-001-003-001 PT FMS 107-110 MARATHOND.B. 6620, PG. 760ZONING: R-20 RESIDENTIAL N/F FRANCISCO J RAMIREZR01719-001-001-000LTS 14-16 FM 107 MARATHONDB 6151 PG 2416ZONING: R-20 RESIDENTIAL N/FWILLIAM C. SHARP ETALR01700-004-035-000PT FM 121 MARATHONDB 6364 PG 2864 ZONING: R-20 RESIDENTIAL N/FWHITE FAMILY TRUSTR01700-004-035-001PT FM 121/122 MARATHON DB 4661 PG 241ZONING: R-20 RESIDENTIA N/FOUTDOOR EXPERTS LLCR01700-004-033-000DB 6678 PG 87 LOT B DIV FM 105 MARATHONZONING: R-20 RESIDENTIAL 267 . 2 8 ' N 5 3 ° 1 6 ' 2 4 " E 527.92'S 36°46'37" E 778.34'S 36°45'52" E 297.8 6 ' S 89 ° 2 8 ' 5 3 " W 901.37'N 36°11'32" W27.51'N 35°47'34" W 162 . 0 0 ' N 4 9 ° 3 1 ' 1 9 " E 173.69'N 42°27'46" W 18.43'N 42°27'46" W 165 . 0 0 ' N 5 3 ° 0 9 ' 5 3 " E 528.00'S 36°46'37" E 165 . 0 0 ' S 5 3 ° 1 1 ' 3 8 " W 17 9 . 2 2 ' S 5 3 ° 1 1 ' 0 8 " W LOGWOOD 22 IRONWOOD 8 SPRUCES 18 SPRUCES 15 HICKORY 9 OAK 23 OAK 24 OAK 14 OAK 16 OAK 14OAK 15 OAK 8 OAK 15 PINE 23 PINE 16 PINE 20 PINE 8 PINE 15 PINE 22 MAGNOLIA 12 OAK 10OAK 12 PINE 18 PINE 14PINE 18 PINE 9 PINE 9 OAK 10OAK 10OAK 8 12 10 4 OAK 10 5 TWIN OAKS 18 PINE 4 MAGNOLIA 8 OAK 11 OAK 9 OAK8 GUM 8 GUM 9 OAK 19 MAPLE9 GUM 8 GUM 10 6 5 4 MAPLE CLUSTER 9 MAGNOLIA 8 GUM 8 GUM 13 MAGNOLIA 10 GUM 8 GUM 10 OAK 10 GUM 12 GUM 8 GUM 8 GUM 8 GUM 8 MAGNOLIA 12 PINE 9 MAGNOLIA10 GUM 12 MAPLE 8 OAK 4 MAGNOLIA 9 OAK 24 PINE BS.NAIL 8 MAGNOLIA 8 GUM 8 7 6 4 MAPLE CLUSTER 9 GUM10 GUM 12 GUM 8 MAPLE 12 11 TWIN GUM 5 4 TWIN MAGNOLIA 8 7 4 GUM CLUSTER 11 5 4 3 3 GUM CLUSTER12 PINE 4 MAGNOLIA 8 OAK 12 GUM 4 MAGNOLIA 8 GUM 4 MAGNOLIA 9 GUM12 PINE 8 5 4 GUM CLUSTER 8 OAK8 OAK 16/16 IN GUM 13/12/9 OAK 21" OAK 12" OAK 9" OAK 40" GUM 14/18" GUM 38" GUM18" GUM 24/3O" GUM 24" GUM 16" GUM 17" OAK 12" OAK 28/24" OAK 18" GUM 21" GUM 40" GUM 20" OAK 14" GUM 20" GUM18 GUM 20 GUM 12 PINE 12 OAK 12 8 5 OAK CLUSTER 10 GUM 8 GUM12 OAK 12 OAK 10 GUM 8 OAK 10 OAK 8 OAK 8 OAK 15 OAK 8 OAK 11 OAK 8 PINE 9/5 TWIN OAK 12 PINE9/4 TWIN OAK15 PINE 10 OAK9 OAK18 PINE18 PINE8 OAK22 PINE10/5 TWIN OAK 8 OAK11 OAK 17 PINE15 OAK 12 OAK 9 OAK 11 OAK 11" OAK 9" PINE 8 OAK8 OAK 9 PINE 12 OAK11 8 6 5 4 OAK CLUSTER 14 GUM 8 OAK 9 GUM 8 GUM 13 GUM 8 OAK 7 6 5 MAGNOLIA CLUSTER15 PINE 13 GUM 8 OAK9 GUM 14 MAPLE 16 PINE 12 GUM 23 PINE 14 GUM 8 MAPLE8 OAK17 PINE13 PINE 29.0 29. 0 29. 0 29.0 28.5 28.5 28.5 28.528.5 28.5 28.5 28.5 28.5 28.5 28.528.5 28.5 28.5 28 . 5 28. 5 28.5 28.5 28.5 28.5 28.5 28. 5 28. 5 28 . 5 28 . 5 28.0 28 . 0 28.0 28.0 28.0 28.028.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 8.0 28. 0 28. 0 28.0 28. 0 27.5 27.5 27. 5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27. 5 27. 5 27. 5 27 . 5 27.5 27. 5 27. 5 27 . 5 27.0 27.0 27. 0 27.0 27.0 27.0 27.0 27. 0 27.0 27. 0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27.0 27. 0 27. 0 27 . 0 26.5 26.5 26.5 26.5 26.5 26.5 26. 5 26. 5 26.5 26 . 5 26.5 26 . 5 26. 5 26. 5 26.5 26.5 26. 5 26.5 26.0 26.0 26.0 26.0 26. 0 26.0 26.0 26.0 26.0 26. 0 26.0 26.0 26. 0 26.0 25.5 25.5 25.5 25.5 25 . 5 25.5 25.5 25.5 25.5 25.5 25 . 5 25. 5 25. 5 25. 5 25.0 25. 0 25.0 25.0 25.0 25. 0 25 . 0 25 . 0 25. 0 25 . 0 25. 0 25.0 25.0 24.5 24 . 5 24.5 24. 5 24.5 24. 5 24. 5 24. 5 24.5 24.5 24 . 5 24.0 24.0 24.0 24.0 24. 0 24.0 24.0 24. 0 24. 0 24. 0 23. 5 23. 5 23 . 5 23. 5 23 . 5 23.5 23.5 23.0 23. 0 23.0 23.0 23.0 3"EIP-2'AG EIR NIRS EIR EIR 1"EIPP-4"AG 3"EIP-2'AG 2"EIP-FLUSH 1"EIP-2"AG EIP EIR EIR EIP N: 212,253.0272 FTE: 2,326,241.1687 FTNAD '83 COORDINATESZ: 26.98'NAVD '88 SITE BENCHMARKRRS SET IN PPELEV. 27.86'NAVD '88 CLEARINGSEPTIC AREA PU B L I C R I G H T - O F - W A Y CA S T L E H A Y N E R O A D ( H W Y 1 3 3 ) R/WC/L R/W 31.50' 30' 48.55' 50.32' 23 3 6' INV.23.74' 24"RCP INV.23.51' INV.24.11'24"RCP INV.23.93'18"RCP INV.26.19' 18"RCP INV.26.13' INV.27.03' 24"RCP INV.26.54' DRIVEWAY DRIVEWAY DRIVEWAY TR A LEWIS LESLIE DIVISION ZONING: (CZD) CB, CONDITIONALCOMMUNITY BUSINESS DISTRICT N/F LEWIS LESLIER017-004-060-000TRACT B LEWIS LESLIE DIVISIONMB 69 PG 112ZONING: R-20 RESIDENTIAL KA OA 22 OO5KA U TSRE 5727 9 8 8 2 2 LC 5 0 AE N OOOO R ZCC 8 2088 582 2885 08028 449 27.0 27.5 4 MUGMMUG" N 6 1 26 . 565 2 26. 0 26 0 26 0 26 0 22001.50500222222011 SF SF SF SF SF SF FLOW FLOW FLOW FLO W FLO W FLOW FLOW FLO W FLOW FLOW FLO W FLO W FLO W FLOW FLOW FLO W FLOW FLO W FLO W FLOW FLO W FLOW FLOW FLOW FLOW FLOW PR O P . 6 3 L F O F 24" C L I V R C P @ 0 . 8 0 % FLOW 27.52 27.9 1 28.3 0 28.75 28.44 28.18 27.2 627.1326.67 27.06 27. 1 6 28.1 1 28. 1 0 28.8 6 27.8 3 27.4 4 27.0 5 28.9 3 28. 7 8 28.52 26.5 7 27. 0 4 27. 1 8 27.88 28.13 28.0 2 27.3 6 27.4 5 27.42 27.00 28. 5 1 28.55 28.43 28.01 28.25 28.12 26. 9 9 27.23 27.75 27.7 5 27.6 5 26.5 1 27.5 0 27.0 0 27 27 28 28 28 28 28 28 28 2827 27 27 262525 26 28 27 28 28 27 26 27 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 68PPNINAMHMH 0 66 8868 '3647 WW"6472 OOW O ENP3151KAO 61NIP P 22 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLOD LODLOD LOD LODLOD 26.526.527.5 27.5 27 . 5 27. 5 27 . 5 27.5 28. 5 28 . 5 27 . 5 28.527.526.5 26.5 26.5 26 . 5 26.5 27.5 27 . 5 FFE:28.75 FFE:28.75 FFE:28.25 27.5 27.5 SF ¨ ¨ ¨ ¨ ¨¨¨¨¨¨¨¨¨ ¨¨¨¨ ¨ ¨ ¨ ¨ ¨ ¨ ¨ ¨ ¨ ¨ ¨ ¨¨¨¨¨ ¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨¨ ¨ ¨ ¨ ¨ ¨ ¨ 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 CO N T A I N E R G O L F GRADING & UTILITY PLAN CU101 TRC SUBMITTAL 1 1038.01 4200 CASTLE HAYNE ROAD WILMINGTON, NC 28411 REVIEW - NOT FOR CONSTRUCTION JULY 15, 2025 N. LAURETTA, PE, LEED AP NJL ZC H I N V E S T M E N T L L C 52 0 G R E E N H E R O N D R I V E WI L M I N G T O N , N C 2 8 4 1 1 NJL / JAT GRADING & UTILITY PLAN1SCALE: 1" = 50' GRAPHIC SCALE 50'050' SCALE: 1" = 50' 100' NC GRID NAD 83/2011 20.0'TRANSITIONALBUFFER (A1) MATERIALS AND EASEMENT NOTES: 1. ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAYSHALL BE CONTAINED WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH ISDETERMINED BY THE DEPTH OF BURY EXCAVATION, GRADING, AND BACKFILLING NOTES 1. ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENTMATERIAL SHALL BE COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITYOBTAINED AT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY THE ASTM D 698STANDARD PROCTOR TEST METHOD. IN THE EVENT THAT MATERIAL ENCOUNTERED ATPIPE GRADE, SUBGRADE OF PARKING OR ROADWAYS AND SUBGRADE OF BUILDINGFOUNDATIONS IS FOUND TO BE SOFT, SPONGY, OR IN ANY OTHER WAY UNSUITABLE, THECONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER IMMEDIATELY. SUCHUNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AS SPECIFIED BY THEGEOTECHNICAL ENGINEER AND REPLACED WITH A MINIMUM OF SIX (6) INCHES OF STONE,OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 2. BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTHFILL SHALL BE SOLIDLY TAMPED AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1)FOOT ABOVE THE TOP OF THE PIPE. CARE SHALL BE TAKEN TO PREVENT ANYDISTURBANCE TO THE PIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF THETRENCH SHALL BE CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCHA MANNER THAT INJURIOUS SIDE PRESSURES DO NOT OCCUR. 3. THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE ANDOBJECTIONABLE MATERIALS. BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM,BLOCKS, WIRES OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROMEXCAVATION. THE BACK-FILLING OVER PIPES SHALL BE PLACED IN LAYERS NOT OVER SIX(6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-FIVE (95) PERCENTOF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTIONTEST TO A DEPTH OF 12 INCHES BELOW FINISHED GRADE. THE LAST 12 INCHES OFBACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTEDTO A MINIMUM DENSITY OF NINETY-EIGHT (98) PERCENT OF THE MAXIMUM DRY DENSITY ASDETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST. STORM DRAINAGE AND GRADING NOTES 1. IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES REGULATIONS, AND NCDENRREQUIREMENTS, STORMWATER DISCHARGE OUTFALLS SHALL BE INSPECTED BY THECONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTOR AFTER EACHSTORM EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLY INSPECTION MINIMUM.NCDENR STANDARD INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITHCOPIES PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE CONTRACTOR. 2. INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BECONSTRUCTED TO FINAL PROPOSED CONDITION UPON STABILIZATION OF CONTRIBUTINGGROUND SURFACES AND REMOVAL OF SEDIMENT FROM STORM PIPES. 3. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THECONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTIONMANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTIONFOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAIDTO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWNINCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 4. UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS NOTED ON PLANS INDICATEFINISHED GRADE OR PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACKOF CURB UNLESS OTHERWISE INDICATED. DITCH SECTION NOT TO SCALE2 PERMANENTSTABILIZATION (SEEDING) ROLLED EROSION CONTROLPRODUCT (CURLEX I ORAPPROVED EQUAL) EXISTINGSUBGRADE 3' BOTTOMWIDTH 3:1 SIDE SLOPE 3:1 SIDESLOPE MIN. 36" 20.0'TRANSITIONALBUFFER (A1) 26.0' PUBLIC DRAINAGEEASEMENT RELOCATEDDRAINAGE DITCH 26.0' PUBLIC DRAINAGE EASEMENT 07/15/25 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 MEMORANDUM To: New Hanover County Technical Review Committee Date: August 7, 2025 Subject: Outdoor Golf NCDOT Projects: • I-6037 – I-40 – US 421 to I-40. Rehabilitate bridge and pavement construction year 2028. Is in close Proximity to this sites location. WMPO 2045 MTP Projects: • I – 6037 is also in the 2045 MTP. New Hanover County Projects: • N/A TIA: Please clarify on plans how many driving positions/Tees will be located on this site to ensure proper ITE trip gen numbers. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Golf Driving Range (432) Driving Positions Miniature Golf Course (431) 18 Holes 6 N/A N/A 3018 Hall Watters – Sellers Tile Expansion – TRC Review Page | 1 To: Sellers Family Properties, LLC From: Katherine May, Development Review Planner Date: August 20, 2025 Technical Review Committee (TRC) PID#: R03400-001-079-000 Egov# SITECN-25-000088 Subject: 3018 Hall Watters – Sellers Tile Expansion - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the August 20, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. 3018 Hall Watters – Sellers Tile Expansion – TRC Review Page | 2 Planning, Katherine May 910-798-7443 Compliance with local zoning requirements 1. General Comments a. Zoning district is I-2, Heavy Industrial b. As stated in the application the intended use is warehousing. The Unified Development Ordinance (UDO) defines the use as: i. The storing of goods, wares, and merchandise within an enclosed building, whether for the owners or others. There is little on-site sales activity with the customer present. Uses include: cold storage facilities (including frozen food lockers); distribution warehouses (used primarily for temporary storage pending distribution in response to customer orders); storage warehouses (used for storage by retail stores such as furniture and appliance stores); warehouse storerooms; or similar uses. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. d. There does not appear to be any Duke Energy Transmission Lines/Easement on the Property. e. This project is not associated with a rezoning case. 2. UDO Section 5.1, Parking and Loading a. Use requires 1.5 parking spaces for every 1,000 square feet of building area. Project proposes 6,000 square feet. Required parking is 6,000 / 1,000 = 6 x 1.5 = 9 required parking spaces. The plan exceeds the 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. 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. 3018 Hall Watters – Sellers Tile Expansion – TRC Review Page | 3 b. It does not appear that any trees on-site will be removed. Please confirm. 5. UDO Section 5.4, Landscaping and Buffering a. The landscaping calculations were included, but the full landscaping plan is missing. Please submit as soon as possible. 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. 7. UDO Section 5.6, Signs a. I do not see any signs on the plan, however if any signs will be included in the future, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Map, there are no Conservation Resources on this site. 9. UDO Article 9, Flood Damage Prevention a. The property is not in a floodplain. NHC Fire Services, Ray Griswold 910-798-7448 Compliance with NC Fire Code 1. County Fire is good with this plan of Development 2. Fire finals are required NHC Soil & Water Conservation, Dru Harrison 910-798-7130 General comments about existing soil conditions of the site. 1. Please see the attached comments. NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater permit revision to ATC# 718-09/06/17 issued by the County is required for this project. The review will be for any proposed stormwater conveyance measures. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- 3018 Hall Watters – Sellers Tile Expansion – TRC Review Page | 4 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. 2. A County land disturbing 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/249/Sediment-Erosion-Control however. 3. Please contact the State for their stormwater permit requirements. A minor modifications to State permit SW8 960411 is anticipated. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Application and records reflect site is on CFPUA water and sewer. Proposed improvements to site do not violate setbacks to any surrounding well or septic systems. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Proposed building will need its own individual address. 2. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 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. The parcel currently has CFPUA water and sewer. If plumbing fixtures are being added, a Meter Sizing Form will be required to determine if a CFPUA Plan Review will be required. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. Please see the attached comments. WMPO, Caitlin Cerza 910-473-5130 New Hanover County contracted traffic engineering services comments: 3018 Hall Watters – Sellers Tile Expansion – TRC Review Page | 5 1. Please see the attached comments. Army Corps of Engineers, Brad Shaver 910-251-4611 Requirements if wetlands are impacted 1. No comments. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager 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 Natural Resources Conservation Service Map Unit Legend (3018 Hall Watters Drive) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Mu Murville fine sand 1.4 59.5% Pn Pantego loam 0.5 22.8% St Stallings fine sand 0.4 17.7% Totals for Area of Interest 2.3 100.0% Custom Soil Resource Report Soil Map (3018 Hall Watters Drive) 37 9 8 34 0 37 9 8 36 0 37 9 8 38 0 37 9 8 40 0 37 9 8 42 0 37 9 8 44 0 37 9 8 46 0 37 9 8 32 0 37 9 8 34 0 37 9 8 36 0 37 9 8 38 0 37 9 8 40 0 37 9 8 42 0 37 9 8 44 0 37 9 8 46 0 233 310 233 330 233 350 233 370 233 390 233 410 233 430 233 450 233 470 233 490 233 510 233 290 233 310 233 330 233 350 233 370 233 390 233 410 233 430 233 450 233 470 233 490 233 510 34° 17' 35'' N 77 ° 53 ' 51 ' ' W 34° 17' 35'' N 77 ° 53 ' 42 ' ' W 34° 17' 30'' N 77 ° 53 ' 51 ' ' W 34° 17' 30'' N 77 ° 53 ' 42 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 45 90 180 270Feet010 20 40 60 Map Scale: 1:1,010 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. Meters MAP INFORMATION 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. TO: New Hanover County Planning Department, New Hanover SWCD, July 30th, 2025 FROM: Dru Harrison, Soil & Water Director RE: 3018 Hall Watters Drive I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Murville fine sand (Mu), Pantego loam (Pn), and Stallings fine sand (St). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability”, Stallings is a Class II soil, and Murville and Pantego are Class III soils. The Soil Survey of New Hanover County lists Stallings as somewhat poorly drained, and Murville and Pantego as very poorly drained. Murville and Pantego are on the New Hanover County Hydric Soils “Ä” list, which means there are possibly wetland areas that are subject to regulation under the Clean Water Act. Stallings is on the Hydric Soils “B” list, which means it may contain areas of wetland. An adequate drainage and maintenance plan is needed for suitable housing or commercial use. 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. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: August 6, 2025 Subject: Sellers Tile Expansion – 3018 Hall Watters Drive ________________________________________________________________________ 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 You can coordinate with the District Office with any questions 910-398-9100. 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. • 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). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). 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: • Additional information is needed on the existing and proposed drainage in the area. • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles (shown on the plan sheet). o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. Internal Stem Protection: • Label the internal protection stem length for the proposed driveway connection. o Measured from the right-of-way line. KITTY HAWK R D ORVILLE WRI G H T W A Y N KERR AVE HALL W A T E R S D R PENNINGTON D R BOU N D A R Y S T ELEV: 34.53 PK-NAIL HA L L W A T E R S D R . ( S . R . 2 8 8 5 ) 60 ' R I G H T O F W A Y MB 5 0 , P G 3 0 5 KITTY HAWK RD. (S.R. 2883) 60' RIGHT OF WAYMB50, PG 305 S 28°24'41" E 42. 4 2 ' S 73°24'55" E 300.00' N 1 6 ° 3 5 ' 3 3 " E 320 . 0 0 ' 32 0 . 0 0 ' S 1 6 ° 3 5 ' 3 3 " W 300.00' N 73°24'55" W IRF IRF IRF IRF 20. 0 ' DR A I N A G E A N D UT I L I T Y E A S E M E N T 10' DRAINAGE & UTILITY EASEMENT 10 ' D R A I N A G E & U T I L I T Y E A S E M E N T 10' D R A I N A G E & U T I L I T Y E A S E M E N T DR A I N A G E & U T I L I T Y E A S E M E N T CMF 12W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 35 35 35 35 35 3535 34 34 34 34 34 34 34 34 34 34 33 33 33 33 33 33 33 33 33 32 32 32 32 32 31 31 31 31 30 30 30 30 29 29 29 29 28 12 P V C 12 " P V C SMH RIM=34.04 INV(NE)=2 4 . 7 4 INV(SW)=24 . 8 0 PR I M A R Y S T R E E T Y A R D SECONDARY STREETYARDBUFFER AREA 3 EXISTING BUILDING20,000 SF FOOTPRINT 30' 110' HCHC 5' W I D E S I D E W A L K 4' WIDE SIDEWALK 25' 24' 12 PR I M A R Y S T R E E T Y A R D B U F F E R A R E A LO D 18'5' 9' (TYP.) 5' 18'R30' R30' R25' R3' R15'R25' R7'R3'R3' R5' R25' R3' R3' 14.24'13' 13' 4' 5' 5' R03400-001-098-000NORTH KERR HOA, INC.N. KERR AVEZONED I-2 R03400-001-078-000F & B INVESTMENT GROUP, LLC3012 HALL WATERS DRIVEZONED I-2 13.5' 12.5' CO CO SS SS S S SS SS SS SS HC 21 10 50' STREET SIDE SETBACK 50 ' F R O N T Y A R D S E T B A C K 5' 5 3' 24'PROPOSED BUILDING 6,000 SF FOOTPRINT 100' 67' 56' 60' SS SS SS SS 18' 22' 3' 9' R30'R25'R25'R3'R3' R5'R5' R10'R3' R25' R3' R3' R15' R20' 30' SE L L E R S T I L E C O M P A N Y NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 25240.PE SE L L E R S F A M I L Y P R O P E R T I E S , L L C 41 5 G L E N N E L L E N D R I V E WI L M I N G T O N , N C 2 8 4 1 2 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FIN A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wil m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 PR E L I M I N A R Y D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N SITE VICINITY MAPSCALE: 1" = 1,000' SITE DATA TABULATION PROJECT ADDRESS: 3018 HALL WATERS DRIVE WILMINGTON, NC 28405 PARCEL ID: R03400-001-079-000 PROPERTY OWNER: SELLERS FAMILY PROPERTIES, LLC415 GLENN ELLEN DRIVE WILMINGTON, NC 28412 CURRENT ZONING: I-2 (HEAVY INDUSTRIAL) TOTAL SITE AREA: ±2.2 ACRES OR 96,000 SF PROPOSED USE: WAREHOUSING FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL FLOODHAZARD AREA AS DETERMINED BY FEMA FLOODPANEL 3720313900K, DATED AUGUST 28, 2018 BUILDING DATA NUMBER OF BUILDINGS: 2 (1 PROPOSED & 1 EXISTING)MAXIMUM ALLOWABLE BUILDING HEIGHT: N/APROPOSED BUILDING HEIGHT: 25' NUMBER OF STORIES: 1 STORYTOTAL BUILDING AREA (FOOTPRINT): 26,000 SQ. FT.BUILDING LOT COVERAGE: 26,000 \ 96,000 SQ. FT. (27.1%) DIMENSIONAL REQUIREMENTS - I-2SETBACKS REQUIRED FRONT 50 FTSIDE (ADJ. INDUSTRIAL) N/AREAR (ADJ. RAIL) N/A PARKING STANDARDS - WAREHOUSING STANDARD: 1 SPACES PER 1,000 SF REQUIRED: 26 SPACES PROVIDED: 51 SPACES IMPERVIOUS AREAEXISTING IMPERVIOUS: 59,459 SF PROPOSED IMPERVIOUS AREABUILDINGS 26,000 SFPAVEMENT 46,791 SF SIDEWALKS 2,038 SF FUTURE 1,965 SFTOTAL PROPOSED IMP. AREA 76,794 SF (80%) DISTURBED AREA: 0.75 ac GENERAL NOTES:1. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6AND 3.5.3 OF THE UDO. 2. NO CONSERVATION AREAS EXIST ON THE SITE.3. THERE ARE NO WETLANDS ON THE SITE.4. TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. WASTE DISPOSAL WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION.THIS LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED EQUIPMENT SHALL BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL. THE ENCLOSURE SHALL BE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF THE TRASHRECEPTACLE. WETLANDS NOTE: THERE ARE NO WETLANDS OR STREAMS ON THESE PARCELS. EXISTING STREET YARDLANDSCAPING TO REMAIN EXISTING STREET YARDLANDSCAPING ALONG KITTY HAWKROAD TO BE REPLANTED OUTSIDEOF NEW PARKING AREA LOADING AREA TRUCK TURN AROUND LANDSCAPING CALCULATIONSFOUNDATION PLANTINGS REQUIRED: 690 SF (230' X 25' HEIGHT) X 12%) PROVIDED: 693 SF INTERIOR PARKING PLANTING AREA REQUIRED: 2,165 SF (27,067 SF X 8%) = 15 TREES (1 PER 144 SF)PROVIDED: 3,439 SF STREET YARD AREA:HALL WATERS DRIVE1. EXISTING STREET YARD AREA AND PLANTINGS TO REMAIN. KITTY HAWK DRIVE1. EXISTING STREET YARD AREA TO REMAIN.2. EXISTING PLANTINGS TO BE EITHER RELOCATED TO, OR REPLANTED IN, THE STREET YARD AREA OUTSIDE OF PROPOSED PARKING.REQUIRED: 6 CANOPY TREES & 33 SHRUBS FUTURE DRIVEWAYEXTENSION TO KITTYHAWK ROAD SI T E P L A N C-2.0 07/1 5 / 2 5 1" = 2 0 ' JRBJRBJRB 0 10 20 40 80 SCALE: 1"=20' GRAPHIC SCALE NA D 8 3 ( 2 0 1 1 ) EXISTING IMPERVIOUSSURFACE BOUNDARY LO A D I N G A R E A EXISTING DRIVEWAY TOREMAIN 10' X 70' SIGHTTRIANGLE, TYP. EXISTING DUMPSTERTO REMAIN WHEEL STOP, TYP. 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 MEMORANDUM To: New Hanover County Technical Review Committee Date: August 1, 2025 Subject: Hall Watters Drive – (SITECN-25-000088) NCDOT Projects: • N/A WMPO 2045 MTP Projects: • N/A New Hanover County Projects: • New Hanover County - Bike - Ped Priorities -2024 – From Kerr Avenue North to Bavarian Lane is in close proximity to this site. 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) 6,000 SF 10 1 1 Guthrie's Restaurant– 7241 Market Street – TRC Review Page | 1 To: Alex Rodriguez, P.E. From: Ryan Beil, Development Review Planner Date: August 20, 2025 Technical Review Committee (TRC) PID#: R04400-001-003-000 Egov# SITECN-25-000090 Subject: 7241 Market Street– Guthrie’s Restaurant - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the August 20, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Guthrie's Restaurant– 7241 Market Street – TRC Review Page | 2 Planning, Ryan Beil 910-798-7444 Compliance with local zoning requirements 1. General Comments a. Zoning district is B-2. b. As stated in the application the intended use is Restaurant with two lane drive thru. The Unified Development Ordinance (UDO) defines Restaurant as: i. Establishments where food and beverages are prepared and sold on a retail basis for consumption on or off premises as its principal business. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. 2. UDO Section 5.1, Parking and Loading a. Use requires 6 parking spaces for every 1,000 square feet of seating area. Project proposes 2,200 square feet. Required parking is 2,200 / 1,000 = 2.2 x 6 = 13 required parking spaces. There appears to be 28 parking spots provided, please confirm. b. All development providing more than 25 spaces require EV capable parking spaces calculated at 20% of parking required, capped at 15 EV capable spaces. i. 13 spaces required x 20% = 3 EV capable parking spaces required 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. 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. The parcel in question has already been cleared of all trees. 5. UDO Section 5.4, Landscaping and Buffering a. Parking lot landscaping is required for all parking lots with 5 spaces or at least 2500 square feet devoted to vehicular use. Guthrie's Restaurant– 7241 Market Street – TRC Review Page | 3 i. Parking lot landscaping requirements are satisfied. b. Street yard landscaping in the B-2 zoning district, 25 square feet is required for every linear foot of street frontage, with a minimum width of 12.5 feet and a maximum width of 37.5 feet. i. For every 600 square feet of street yard landscaping on average, the following landscaping must be provided: 1. One canopy/shade tree or if overhead powerlines are located above the street yard, three understory trees. 2. Six shrubs, 12 inches in height at time of planting. ii. Street yard landscaping shall be required for all street frontages. For sites with two or more frontages, only the primary frontage is required to contain the full amount of street yard as determined in Table 5.4.6.B. Secondary street yards are required to contain 50% of the required street yard area. iii. Street yard landscaping requirements are satisfied. c. Foundation Planting requirements are satisfied 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. Check to see if the location of the freestanding sign is shown on the plan. If the sign is along a DOT maintained road or near an intersection with a DOT road (including the driveway access). They need to show the required DOT sight triangles on the plan and the sign location must be outside the sight triangles. b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Planning Map there is Pocosin present, in conjunction with Class IV soils, however the total acreage of Pocosin present does not trigger the conservation requirement. Guthrie's Restaurant– 7241 Market Street – TRC Review Page | 4 9. UDO Article 9, Flood Damage Prevention a. Per the New Hanover County Flood Hazard map, no part of this parcel is in a flood zone. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. No Fire Service comments for this design NHC Soil & Water Conservation, Dru Harrison 910-798-7135 General comments about existing soil conditions of the site. 1. NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater and land disturbing 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-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Controlhowever. 2. Please contact the State for their stormwater permit requirements. An offsite permit and a minor modification to the existing state stormwater permit is anticipated. 3. Per Section 4.4.2, the minimum pipe diameter is 15”. 4. The appears to be a vertical conflict between 1210-CB and 1100-CB and the sanitary service. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water and sewer. Site infrastructure does not violate any setbacks to any known well or septic systems. Restaurant must submit restaurant plans to the NC Environmental Health Plan Review Unit for approval. These plans will need to be approved prior to a building permit issuance. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address Guthrie's Restaurant– 7241 Market Street – TRC Review Page | 5 1. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review will be required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer (private sewer extension) available via a mainline extension. 4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. Comments attached WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. Comments attached Army Corps of Engineers, Brad Shaver 910-251-4611 Requirements if wetlands are impacted 1. No comments Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager 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 Natural Resources Conservation Service Map Unit Legend (Guthrie's Restaurant) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI DO Dorovan soils 0.7 19.1% Le Leon sand 1.1 28.6% Se Seagate fine sand 2.0 52.3% Totals for Area of Interest 3.8 100.0% Custom Soil Resource Report Soil Map (Guthrie's Restaurant) 37 9 6 15 0 37 9 6 18 0 37 9 6 21 0 37 9 6 24 0 37 9 6 27 0 37 9 6 30 0 37 9 6 33 0 37 9 6 36 0 37 9 6 39 0 37 9 6 42 0 37 9 6 15 0 37 9 6 18 0 37 9 6 21 0 37 9 6 24 0 37 9 6 27 0 37 9 6 30 0 37 9 6 33 0 37 9 6 36 0 37 9 6 39 0 37 9 6 42 0 240530 240560 240590 240620 240650 240680 240710 240740 240530 240560 240590 240620 240650 240680 240710 34° 16' 36'' N 77 ° 49 ' 6'' W 34° 16' 36'' N 77 ° 48 ' 57 ' ' W 34° 16' 26'' N 77 ° 49 ' 6'' W 34° 16' 26'' N 77 ° 48 ' 57 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300Feet0204080 120 Meter s Map Scale: 1:1,400 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP INFORMATION 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. TO: New Hanover County Planning Department, New Hanover SWCD, July 30th, 2025 FROM: Dru Harrison, NHSWCD Director RE: Guthrie's Restaurant I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Dorovan Soils (DO), 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, Leon is a Class III soil, and Dorovan is a Class IV soil. The Soil Survey of New Hanover County lists Leon as poorly drained, Seagate as somewhat poorly drained, and Dorovan as very poorly drained. Dorovan and Leon are 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 of 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. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: August 6, 2025 Subject: Guthrie’s Restaurant - Middle Sound West Dev. - 7241 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 You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: Since the proposed restaurant is served internally and is part of the Middle Sound West/Lendire Mixed-Use Development a driveway permit is not required. A REVISED NCDOT Driveway Permit is required for the Middle Sound West/Lendire Mixed-Use Development. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (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). • It is recommended that you reach out to the NCDOT District Office prior to submitting plans to avoid a redesign of the proposed utilities. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. 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: Per the approved TIA a right turn lane is required on Market Street. Site Plan Comments: This development is located within STIP U-4902D. • Any proposed construction activities within the limits of the active STIP project will require a hold harmless letter from the contractor. The proposed site plan should be overlayed on the relative STIP plan sheet. • Sheet 5 is included. Public Utility/Drainage Easements: • Anything that is constructed within the public easements must meet NCDOT guidelines. • Refer to the NCDOT Right of Way Department for additional information. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. 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 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E ' S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROF ESSIONA LSEAL057029 SURVEYOR:ENGINEER: PROJECT OWNER AND CONSULTANT INFORMATION DEVELOPER: UTILITY AND GOVERNING AGENCIES CONTACT LIST: ZONING DEPARTMENT DEPARTMENT OF TRANSPORTATION EROSION CONTROL PLANNING DEPARTMENTFIRE MARSHAL WATER & SEWER COMPANY WILMINGTON, NEW HANOVER, NORTH CAROLINA US 17 & LENDIRE ROAD CONSTRUCTION DOCUMENTS for OGDEN GUTHRIE'S ARCHITECT: POWER COMPANY COUNTY ENGINEER TELECOMMUNICATIONS GAS COMPANY H+HA2126 MORRIS AVENUEBIRMINGHAM, ALABAMA, 35203PHONE (205) 322-1751FAX (205) 322-1778 CONTACT: MICHAEL WAHL KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENT'S DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE KIMLEY-HORN HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITSOBTAINED. SITE LOCATION MAP NOT TO SCALE HORIZONTAL DATUM:NAD 83 (2011) VERTICAL DATUM:NAVD 88 DRAWING UNITS:U.S. SURVEY FEET A GEOMETRICCONTROL CO V E R S H E E T C001 07 / 1 5 / 2 0 2 5 JD N JD N AM R NOTICE TO CONTRACTOR: ALL WORK AND MATERIALS SHALL CONFORM TO THE MOST CURRENT STANDARDS ANDSPECIFICATIONS AS PROVIDED IN THE: NEW HANOVER COUNTY LAND DEVELOPMENT STANDARDS MANUALNEW HANOVER STORM WATER DESIGN MANUALNCDOT STANDARDS SPECIFICATIONS FOR ROADS AND STRUCTURESOR THE MORE RESTRICTIVE OF ANY STANDARDS THAT CONFLICT. SHEET INDEX Sheet No. Sheet Title REV.No. C001 COVER SHEET C002 GENERAL NOTES C003 UTILITY NOTES C101 EXISTING CONDITIONS PLAN C105 DEMOLITION PLAN C201 EROSION CONTROL GENERAL NOTES C202 EROSION CONTROL PLAN - PHASE 1 C203 EROSION CONTROL PLAN - PHASE 2 C205 NCG01 STANDARDS C301 SITE PLAN C401 GRADING AND DRAINAGE PLAN C405 STORM PROFILES C501 UTILITY PLAN C601 SEWER PLAN and PROFILES C750 TURNING MOVEMENTS C901 SITE DETAILS C902 UTILITY DETAILS C903 UTILITY DETAILS L100 LANDSCAPE PLAN L150 LANDSCAPE DETAILS L151 LANDSCAPE NOTES L200 IRRIGATION PLAN L250 IRRIGATION DETAILS L251 IRRIGATION NOTES NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONNICK DREES5911 OLEANDER DRIVE SUITE 101WILMINGTON, NC 28403(910) 398-9100 CAPE FEAR PUBLIC UTILITY AUTHORITYBERNICE JOHNSON235 GOVERNMENT CENTER DRIVEWILMINGTON, NC, 28403(910) 332-6738 DAVID STONE239 GOVERNMENT CENTER DRIVE, SUITE 130WILMINGTON, NC, 28405DSTONE@NHCGOV.COM(910) 798-7458 NEW HANOVER COUNTY ENGINEERINGBETH WETHERILL230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON NC, 28403(910) 798-7465 DUKE ENERGY PROGRESSCAROLINASNEWCONSTRUCTION@DUKE-ENERGY.COM(800) 636-0581 NEW HANOVER COUNTY ENGINEERINGGALEN JAMISON230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403(919) 798-7072 SPECTRUM115 HINTON AVE STE 6WILMINGTON, NC 28403(432) 219-2624 PIEDMONT NATURAL GASPO BOX 1246CHARLOTTE, NC 28201(800) 752-7504 NEW HANOVER COUNTY ZONING COMPLIANCECHRISTINE BOUFFARD230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403(910) 798-7074 NEW HANOVER COUNTY PLANNING & LAND USEROBERT FARRELL230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403(910) 798-7465 KIMLEY-HORN AND ASSOCIATES, INC.200 SOUTH TRYON STREETSUITE 200CHARLOTTE, NORTH CAROLINA 28202PHONE (980) 346-6640 CONTACT: ALEX M. RODRIGUEZ, PE R.B. PHARR & ASSOCIATES, P.A.969 E. 7TH STREETCHARLOTTE, NC 28204PHONE (704) 376-2186 CONTACT: KEITH MCGUINNESS COLUMBIA DEVELOPMENT1845 ST JULIAN PLACECOLUMBIA, SC 29204PHONE (803) 590-3853 CONTACT: ALBERT JAMES NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROF ESSIONA LSEAL057029 UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE Market Street U.S. Highway 17 EXISTING PUBLICUTILITY EASEMENT(NOT FIELD VERIFIED) Le n d i r e R o a d BSL BSL BSL BSL BSL BSL BS L BSL BSL LSB LSB LSB LS B LSB LSB LSB LSB LSB LSB LSB LS B LSB LS B LSB LS B LSB LSB DO NOT ENTER 24' 27 ' 26' 12 ' 8' 5' 9' TYP. 18' TYP. 8' 18' TYP. 7' 24' 30'9' TYP. 24 ' 27' 24' 12' R30'R6' R15' R39'R5' R5'R5' R5'R10' R6' R20' R20'R20' R20' R20' 5' 2,200 SF ATYP. A TYP. A TYP. A TYP. A TYP. B B B C D E TYP. E TYP. E TYP. E TYP. ETYP. ETYP. G G F S1A S1A S2A S2A S2A M1 M1 M1 M1 M2 M3 M3 M3 M4 TYP. M5 H S2A P1 P1P3 P3 P2 18' T Y P . G P4 P4 R29.5' R27.5' 9' TYP.18' T Y P . R5' H PROPOSED PROPERTY LEGEND PROPOSED BOUNDARY PROPOSED LOT BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED BUILDING SETBACK PROPOSED EASEMENT PROPOSED SANITARY SEWER ESMT. PROPOSED DRAINAGE EASEMENT PROPOSED UTILITY EASEMENT PROPOSED LANDSCAPE BUFFER PROPOSED LIMITS OF DISTURBANCE BEARING DIST. BEARINGDIST. ROW BSL SSE SDE UE LSB LOD LOD EXISTING BOUNDARYBEARINGDIST. EXISTING RIGHT-OF-WAY SITE DATA TABLE SITE DATA TABLE COMMERCIAL 4.8 - ACRES1.1 - ACRES LAND USE TOTAL SITE AREATOTAL LOT AREA DEVELOPMENT DATA: 0.23 - ACRESTOTAL OPEN SPACE AREA R04400-001-006-000TAX PARCEL ID LEGL DESCLEGAL DESCRIPTION TOTAL DISTURBED AREA 0.87 - ACRES ZONING DATA: CURRENT: B-2ZONING DISTRICT:PROPOSED: B-2 37200439001FEMA FLOOD PANEL PAGES CREEKWATERSHED:DISTRICTPOST CONSTRUCTION DISTRICT: XXMIN. LOT SIZE:MIN. LOT WIDTH:MAX. HEIGHT:XXXX SETBACKS:FRONT YARD 25'SIDE YARD INTERIOR 10' SIDE YARD EXTERIOR 25'REAR YARD 5' PARKINGPARKING PROVIDED: 27 STANDARD PARKING: 261ADA PARKING / VAN: PARKING REQUIRED: 14STANDARD PARKING: 13 1ADA PARKING / VAN: OPEN SPACEPROVIDED: 0.23 - ACRES N/AREQUIRED:IMPERVIOUS AREA 0.87 - ACRESPROPOSED: 0.87 - ACRES0 - ACRESEXISTING: REAR YARD 5' 1. SEE "GENERAL NOTES" SHEET FOR SITE GENERAL CONSTRUCTION NOTES, PAVING, STRIPING,GRADING, AND ZONING NOTES. 2. SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES,ZONING AND USE. 3. SEE "SITE DETAILS" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS. 4. ALL DIMENSIONS SHOWN ARE MEASURED FROM THE FACE OF CURB TO FACE OF CURB, UNLESSOTHERWISE NOTED. DIMENSIONS LABELED "EOP" ARE MEASURED FROM LIP OF GUTTER TO LIPOF GUTTER. 5. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALLUNLESS OTHERWISE SHOWN. 6. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDEDPLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. 7. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 8. ALL CURB RADII ARE 3.0' UNLESS OTHERWISE NOTED. SITE DEVELOPMENT PLAN NOTES SITE PLAN KEY NOTES 24" STANDARD CURB AND GUTTER CONCRETE SIDEWALK PER DETAIL. WIDTH PER PLAN. 2% MAX. CROSS SLOPE, 5% MAX LONGITUDINALSLOPE.ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITYGUIDELINES.ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL("VAN"-INDICATES VAN ACCESSIBLE SPACE). SOD AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET. DUMPSTER AND RECYCLE AREA. REFER TO ARCHITECTURAL PLAN FOR DESIGN INFORMATION. SITE SIGNAGE PROPOSED A) MONUMENT SIGN B) PYLON SIGN (SEE ARCHITECTURAL PLANS FOR DETAILS) STOP SIGN & "STOP" - (A) 36"x36" (B) 30"x30" PAVEMENT MARKINGS 24" WIDE PAINTED STOP BAR AND STOP SIGN . (WORD "STOP" PER PLAN) PAINTED LOADING ZONE; 4" TRAFFIC YELLOW STRIPING 2'-0" O.C., 45° TO THE PARKING SPACE (TYP.)OR TRAFFIC FLOW. PAINTED DIRECTIONAL ARROW PAVEMENT MARKING A S1 B C D E F S2 M1 M2 M3 M4 M5 1. SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES . 2. SEE "OVERALL SITE PLAN" FOR SITE DEVELOPMENT NOTES AND SITE DATA INFORMATION. 3. SEE "SITE DETAIL" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS. G H FLAG POLE ORDER BOARD PAVEMENT MATERIAL HEAVY DUTY ASPHALT PAVEMENTP1 P2 P3 STANDARD DUTY ASPHALT PAVEMENT INTEGRAL MIXED CONCRETE WITH BLACK COLOR P4 CONCRETE SIDEWALK This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E ' S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROF ESSIONA LSEAL057029 SI T E P L A N C301 07 / 1 5 / 2 0 2 5 JD N JD N AM R N O R T H NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROF ESSIONA LSEAL057029 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W G G G G G G G G G 6''SS 6''S S 6''S S 6''SS W W W 2''W 2''W 2''W 2''W W W 2''W 2''W 2''W S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS W W W W W W W W S 6''S S 6''S S 6''S S 6''S S 6''S S BSL BSL BSL BSL BS L BSL BSL BSL BSL BSL BS L BSL BSL BSL LSB LSB LSB LS B LSB LSB LS B LSB LSB LSB LSB LSB LSB LSB LSB LSB LS B LSB LS B LSB LS B LSB LS B LSB LS B LSB LSB 47 46 45 44 44 46 45 44 43 42 41 42 4344 44 44 44 46 46 46 46 46 45 46 45 45 45 45 45 44 44 44 44 45 45 45 46 46 46 46 45 45 45 45 46 444544 4444 2.89% 1.60% 1.3 7 % 1.5 2 % 1.12% 1.15% 1.15% 3.33% 1.60% 2.46% 4.38 % 1.16% 3.77% 3.44%3.53%3.90% 2.60% 2.28% 2.28% 2.27% 2.60% 1.52% 3.95% 2.7 3 % 2.6 5 % 2.08 % 3.02 % 1.96% 2.29% 3.39% 1.75 % S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS W W W W W W W W ME:46.74 ME:47.00 ME:46.36 ME:46.50 TC:44.10TP:43.60 TC:43.86TP:43.36 TC:43.50TP:43.00 TC:43.95TP:43.45 TC:45.06TP:44.56 TC:44.71TP:44.21 TC:44.35TP:43.85 TC:45.41TP:44.91 TC:45.31TP:44.81 TC:45.47TP:44.97 TC:45.32TP:44.82 TC:45.04TP:44.54 TC:44.75TP:44.25 TC:44.58TP:44.08 TC:44.23TP:43.73 TC:44.03TP:43.53 TC:43.96TP:43.46 TC:45.87TP:45.37 TC:47.55TP:47.05 TC:47.63TP:47.13 TC:47.93TP:47.43 TC:48.01TP:47.51 TC:47.19TP:46.69 TC:47.17TP:46.67 TC:47.08TP:46.58 TC:47.06TP:46.56TC:46.99TP:46.49 TC:46.94TP:46.44 TC:46.79TP:46.29 TC:46.63TP:46.13TC:44.99TP:44.49 TC:44.83TP:44.33 TC:44.25TP:43.75 TC:43.91TP:43.41 TC:43.37TP:42.87 TC:43.28TP:42.78 TC:42.82TP:42.32 TC:43.90TP:43.40 TC:44.12TP:43.62 TC:44.19TP:43.69 TC:44.22TP:43.72 TC:44.58TP:44.08 TC:44.68TP:44.18 TC:44.91TP:44.41 TC:44.23TP:43.73 TC:44.01TP:43.51 TC:43.94TP:43.44 TC:44.49TP:43.99 TC:44.90TP:44.40 TC:46.40TP:45.90TC:47.79TP:47.29 TC:47.69TP:47.19 TC:46.64TP:46.14 TC:44.69TP:44.19 TC:44.58TP:44.08TC:43.50TP:43.00TC:43.94TP:43.44 TC:44.16TP:43.66 TC:44.39TP:43.89 TC:45.01TP:44.51 TC:45.45TP:44.95 TC:45.67TP:45.17 TC:45.74TP:45.24 TC:45.78TP:45.28 TC:45.64TP:45.14 TC:45.64TP:45.14 TC:45.70TP:45.20 TC:45.89TP:45.39 TC:45.63TP:45.13 TC:45.46TP:44.96 TC:43.94TP:43.44 TC:43.93TP:43.43 TC:43.86TP:43.36 TC:44.07TP:43.57 TC:45.33TP:44.83 TC:45.34TP:44.84 FFE:46.00 1100-YIRIM: 45.04'INV OUT: 40.94 1110-CBRIM: 43.35'INV IN: 40.34INV IN: 40.34INV OUT: 40.34 1120-CBRIM: 43.55'INV IN: 39.83INV IN: 39.83INV OUT: 39.83 S1-CBRIM: 46.15'INV IN: 36.37INV IN: 41.34INV OUT: 36.37 1170-CBRIM: 42.35'INV OUT: 39.17 1180-YIRIM: 45.35'INV IN: 38.72INV OUT: 38.72 EX-325-CBRIM: 46.50'INV IN: 36.04INV OUT: 36.04 TP:46.00 TP:46.00TP:46.00 TP:46.00 TP:45.96 TP:45.35 TP:45.52 TP:45.85 2.60% 0.50 % 44 44 1230-CBRIM: 43.69'INV IN: 40.52INV OUT: 40.42 1220-CBRIM: 44.10'INV OUT: 40.94 1210-CBRIM: 43.76'INV OUT: 40.46 GRADING NOTES: ALERT TO CONTRACTOR: CONFIRM WITH GEOTECH REPORT THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'SBID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONSDURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUNDWATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. 1. REFER TO THE GENERAL NOTES SHEET FOR NOTES PERTAINING TO PAVING, GRADING,ACCESSIBILITY, AND STORM DRAINAGE. 2. EXISTING AND PROPOSED GRADE CONTOURS INTERVALS SHOWN AT 1 FOOT. 3. ALL SPOT ELEVATIONS WITH FC: REPRESENTS THE FACE OF CURB AT THE GUTTER LINE. (ADD0.50' FOR TOP OF CURB.) 4. ALL SPOT ELEVATIONS WITH TC: REPRESENTS THE TOP OF CURB ELEVATION. (SUBTRACT 0.50'FOR PAVEMENT OR ELEVATION OF GUTTER AT CURB LINE.) 5. RIM: ELEVATIONS OF CATCH BASINS (CURB INLETS) EQUALS THE FLOW LINE OF THE GUTTERPAN. RIM ELEVATIONS OF DROP INLETS, MANHOLES, AND CLEANOUTS EQUALS THE CENTER OFGRATE OR LID ELEVATION. 6. ALL STRUCTURES SHALL BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINAL PAVEMENT. 7. MANHOLES WITHIN NON PAVED AREAS SHALL BE 6" ABOVE ADJACENT GRADES. UNLESSOTHERWISE SHOWN. 8. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN PROPOSED PAVEMENT ANDEXISTING PAVEMENT AND STORM STRUCTURES 9. DURING CONSTRUCTION AND AFTER FINAL GRADING, NO SURFACE WATER RUNOFF MAY BEDIRECTED TO ADJACENT PROPERTIES, AND ALL SURFACE WATER RUNOFF MUST BE ROUTEDTO APPROVED DRAINAGE FACILITIES OR BE RETAINED ON SITE. ALL RUNOFF FROM THE SITE,BOTH DURING AND AFTER CONSTRUCTION, MUST BE FREE OF POLLUTANTS, INCLUDINGSEDIMENT, PRIOR TO DISCHARGE. ADA COMPLIANCE: A. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BECONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. B. PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALLCONFORM TO THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND SHALL HAVE A DETECTABLEWARNING SURFACE THAT IS FULL WIDTH OF THE CURB RAMP, NOT INCLUDING FLARES. C. ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS,STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLEDESIGN, LATEST EDITION. D. ANY COMPONENTS OF THE PROJECT SERVING MULTIFAMILY DWELLINGS IN BUILDINGS THATHAVE 4 OR MORE UNITS PER DWELLING SHALL ALSO CONFORM TO THE FAIR HOUSING ACT(FHA), AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OFHOUSING AND URBAN DEVELOPMENT. E. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLEPEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONGSIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NOCASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASESHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLESSHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. F. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORMBOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ACCESSIBLE SLOPE REQUIREMENTSARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANYEXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BEACCEPTED FOR ADA COMPLIANCE ISSUES. STORM WATER EASEMENTS x THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATERCONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTSWHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. x POST-CONSTRUCTION CONTROL MAINTENANCE EASEMENT (PCCE) WILL ALLOW THE CITY THEACCESS TO INSPECT, MONITOR, MAINTAIN, REPAIR OR RECONSTRUCT THE BMP FACILITIES. 0.22%0.22% .85 % TP:45.22 TP:45.20 TP:45.19 TP:45.98 TP:45.87 TP:45.35 TP:45.37TP:45.37 TP:45.48 TP:45.50 TP:46.00 TP:45.88 TP:45.40 TP:45.38TP:45.38 1.0 2 % 1.0 2 % 8.33%8.33% This document together with the concepts and designs presented herein as an instrument of service is intended only for the specific purpose and clientfor which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates Inc shall be without liability to Kimley-Horn and Associates Inc BY DA T E AS S H O W N RE V I S I O N S No. DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E ' S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROFESSIONA LSEAL057029 GR A D I N G A N D DR A I N A G E P L A N C401 07 / 1 5 / 2 0 2 5 JD N JD N AM R SEE SHEET C405 FOR STORM PROFILES N O R T H INSET A INSET ASCALE 1"=10' N O R T H NORT H CAROLIN A AL EXM.RODRIGUEZENGINEER PROFESSIONA LSEAL057029 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W G G G G G G 6''SS 6''SS 6''SS W W 2''W 2''W W 2''W 2''W S S S S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 4''SS W W W W W W W W W W S 6''S S 6''S S 6''S S UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE Market Street U.S. Highway 17 EXISTING PUBLICUTILITY EASEMENT(NOT FIELD VERIFIED) Le n d i r e R o a d BSL BSL BS L BSL BSL BSL BSL BSL BSL LSB LSB LS B LSB LSB LS B LSB LS B LSB LSB LS B LSB LS B LSB LS B LSB LS B LSB DO NOT ENTER 2" RPZ BACKFLOWPREVENTER 2" DOMESTIC WATERMETER1" IRRIGATIONWATER METER 1" RPZ BACKFLOW PREVENTER 1" IRRIGATION WATER LINECONNECTION 2" BLACK POLY WATER LINECONNECTION POINT OF GAS SERVICETO CONNECTION TO BEINSTALLED BY GASCOMPANY POINT OF GAS SERVICE CONNECTION. CONTRACTOR TOCOORDINATE WITH UTILITY PROVIDER PRIOR TOCONSTRUCTION. 1/2" HOT WATER AND COLDWATER LINE WITH HOSE BIBS TODUMPSTER 115-CORIM: 45.13'INV IN: 42.27(6" PVC-SE)INV OUT: 42.27(6" PVC-NE) 16 LF OF 6" PVC @ 1.50% 16 LF OF 6" PVC @ 2.80% 120 LF OF 6" PVC @ 1.50% 116-GIRIM: 45.34'INV IN: 42.17(6" PVC-SW)INV OUT: 42.17(6" PVC-NE) 121-MHRIM: 45.87'INV OUT: 39.24(6" PVC-NW)INV OUT: 39.24(6" PVC-SE) 142 LF OF 6" PVC @ 2.00% 117-CORIM: 45.56'INV IN: 42.07(6" PVC-SW)INV IN: 42.07(6" PVC-SE) UTILITY NOTES: ALERT TO CONTRACTOR 1. SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES AND ZONING NOTES. 7. REFER TO GENERAL NOTES SHEET FOR GENERAL, WATER UTILITY, AND SANITARY SEWER,NOTES, MATERIALS, AND REQUIREMENTS.8. SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOININGPROPERTIES, ZONING AND USE, AND EXISTING UTILITY LOCATIONS AND SIZES.4. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDEDTO THE NEAREST FOOT.5. ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHESSHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHTOF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.6. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THESTRUCTURE. FIRE, AND DOMESTIC BACKFLOWDEVICES LOCATED INSIDE BUILDING(REFERENCE ARCH/MEP PLANS) CONTRACTOR SHALL REFER TO ARCH /MEP PLANS FOR EXACT UTILITYENTRANCE LOCATIONS. TAMPER SWITCH CONDUIT REQUIREDON GATE VALVES, AND BACKFLOWPREVENTER ASSEMBLIES LOCATEDABOVE-GROUND. VALVES INSTALLEDBELOW GROUND DO NOT REQUIRETAMPER SWITCHES UNLESS NOTEDOTHERWISE BY LOCAL AUTHORITYHAVING JURISDICTION. ROOF DRAINS, FOUNDATION DRAINS,AND OTHER CLEAN WATERCONNECTIONS TO THE SANITARYSYSTEM ARE PROHIBITED * PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER,WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY ANDCALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEC ANDTHE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN.NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEC ANDITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKESUCH NOTIFICATION. * CONTRACTOR SHALL TAKE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES. CONTRACTOR SHALL REPAIR ANY DAMAGED FEATURES/UTILITIES TO THAT OF EXISTING ORBETTER CONDITION. * CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGEDROADWAYS, SIDEWALKS, CURB AND GUTTER, ASPHALT, ETC. UTILITY LEGEND UE UE UE OE OE OE T POWER UNDERGROUND G G G G G SITE LIGHTING POWER OVERHEAD GAS LINE COMMUNICATION (INCLUDES DATA, TV, TELEPHONE) S GRAVITY SEWER Lat 05-MHRIM:104.56 RIM: MH, CO: CENTER OF LID ELEVATION INV: PIPE INVERT ELEVATIONSTRUCTURELABEL W W WM DOMESTIC WATER FW FW FW FIRE WATER SEE GRADING AND DRAINAGE PLANS FOR STORM WATER SS SS SS This document together with the concepts and designs presented herein as an instrument of service is intended only for the specific purpose and clientfor which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates Inc shall be without liability to Kimley-Horn and Associates Inc BY DA T E AS S H O W N RE V I S I O N S No. DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E ' S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROFESSIONA LSEAL057029 UT I L I T Y P L A N C501 07 / 1 5 / 2 0 2 5 JD N JD N AM R N O R T H NORT H CAROLIN A AL EXM.RODRIGUEZENGINEER PROFESSIONA LSEAL057029 2''W 2''W 2''W 2''W 2''W G G G G G G 6''SS6''SS6''SS W W UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE BSL BSL BSL BS L BS L BSL BSL BSL BSL LSB LSB LSB LSB LS B LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LOD LOD LOD LOD LODLODLODLODLOD LOD LO D LOD LOD LO D LOD LOD LOD LOD LODLODLODLOD LOD LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF //// // // // // // //// ////////// // // //// // // // // // // // // // // // // // // // // //////////////// // // // //// // // // ////////////////// // // // // ////// //// //// // // // // // // // // //// // // // // // // // // // // //// // // // // // // // // // // // //// // // // //// // // ////// //// // // //// // // // // //// // // // // // // // // // // // // // // // // // // //// // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // //////// // // 74MC 17CA 19VB 25CA 18VB 18IL 13IL11CA 15CA12IL 10VB 6QV 9QV 3ML 4QV 6QV OPO S E D R O W B ( 9 5 L F ) 5 L)LF) PROP O S E D ROP O S E D ED PROP O S E PROP O S E D D; 4 T R E E S P R O V I D E D ; 4 T R E RED;D;D;EDDDD; 4 T R E RE 4 TRE E S R E Q U I R E D ; D;EDEDD SHRU B S R E Q U I R E D ; 2 4 S H R U B S P R O V I D E D QIRE RSHHRR D;ED RUB S EDD RU 24 SH R U B S R 24 SH R 24 S2424 SH R R E UE PRO P O S E D R O W A ( 3 9 1 L F ) PRO P O S ROP O S E D R O W A ( 3 9 1 PRO P O S E D R RO WAAA (3 91 LFF) 16 T R E E S R E Q U I R E D ; 1 6 T R 1 D;16 R RED ; 1 6 T R E E S P R O V I D E D D; 16 REEES P 98 S H R U B S R E Q U I R E D ; 9 8 S H R U B S P R O V I D E D UEUE MARKET ST (146 LF)MARKEETETT ST (146 L F FF)EES RELOCATED DUE TO UTILITY CONFLICTROCATEEDDDUE T O U UTTILITY C O N NFLICT6 TREES REQUIRED; 6 TREES RELOCATED D 6TREEESS R E Q U I R E EDD; 6 T R E E S SRRELOC37 SHRUBS REQUIRED; 37 SHRUBS PROVIDED MULCH LINE (TYP.) PROPERTY LINE (TYP.)SIGN (TYP.) SEECIVIL SHEETSFOR DETAILS 6 TREES RELOCATED DUETO UTILITY CONFLICT SOD (TYP.) // // // // //// //// // // 18IL //// // // 4PC 7PC SYMBOL CODE QTY COMMON NAME BOTANICAL NAME METHOD SIZE CAL CANOPY TREES PC 11 CHINESE PISTACHESINGLE, STRAIGHT, FULL, 6' C.T.PISTACIA CHINENSIS F.G., B & B 15` MIN HEIGHT 3" MIN CAL QV 26 LIVE OAKSINGLE, STRAIGHT, FULL, 6' C.T.QUERCUS VIRGINIANA F.G., B & B 15` MIN HEIGHT 3" MIN CAL UNDERSTORY TREES ML 3 LITTLE GEM DWARF SOUTHERN MAGNOLIASINGLE, STRAIGHT, FULL CERCIS CANADENSIS F.G., B & B 8` MIN HEIGHT 2" MIN CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING SIZE SHRUBS IL 61 NELLIE R. STEVENS HOLLYFULL ILEX 'NELLIE R. STEVENS'CONT.48" O.C.42" FULL VB 47 CHINESE HOLLYFULL ILEX CORNUTA CONT.48" O.C.42" FULL CA 68 JAPANESE PITTOSPORUMFULL PITTOSPORUM TOBIRA CONT.48" O.C.42" FULL ORNAMENTAL GRASSES MC 74 PINK MUHLY GRASSFULL MUHLENBERGIA CAPILLARIS CONT.24" O.C.18" FULL SYMBOL CODE QTY COMMON NAME BOTANICAL NAME GROUND COVERS MU 4,635 SF HARDWOOD MULCH3" DEPTH MINIMUM, SHREDDED, FREE OFWEEDS/INVASIVE PLANT MATERIAL CD 14,369 SF BERMUDA GRASSROLLED TIGHT, 100%WEED/INSECT/DISEASE FREE CYNODON DACTYLON PLANT SCHEDULE This document together with the concepts and designs presented herein as an instrument of service is intended only for the specific purpose and clientfor which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates Inc shall be without liability to Kimley-Horn and Associates Inc BY DA T E AS S H O W N RE V I S I O N S No. DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 LA N D S C A P E P L A N L100 ////- MULCH LINE LANDSCAPE NOTES: 1. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 3" OF TOPSOIL.DO NOT MOUND MULCH AGAINST ROOT FLARES. 2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTSAND DISEASE. 3. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPEARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 4. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 5. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 6. ANY DISTURBED GRASS AREA IS TO BE REPLANTED. ALL SLOPES 3:1 ORGREATER SHALL BE SEEDED WITH SLOPE MASTER NO-MOW MIX OR OWNERAPPROVED EQUAL. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FORLOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TOALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OFEXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPONBEST AVAILABLE INFORMATION AND ARE TO BE CONSIDEREDAPPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1)TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORKAREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTIONPERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES,SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THECONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALLQUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE ANDPROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHYPLANT CONDITIONS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING(INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING,FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THEWARRANTY PERIOD. 11. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, ORREJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLYREMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAMESPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LISTSPECIFICATIONS. 12. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIALFOR WARRANTY PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALLREPLACEMENTS DURING THE NORMAL PLANTING SEASON. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK"REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTEMINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND NURSERYPRACTICES, AND SHALL BE STATE STANDARD OR BETTER 15. ALL INVASIVE / EXOTIC SPECIES AND PROHIBITED TREE SPECIES SHALL BEREMOVED FROM SITE, INCLUDING ROOT BALLS TO THE EXTENT POSSIBLEWITH NO DAMAGE TO ADJACENT EXISTING TREES. 16. ALL LANDSCAPE AREAS WILL BE PROVIDED WITH PERMANENT AUTOMATICIRRIGATION SYSTEM. 17. TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCEIT IS "ESTABLISHED" (AS APPROVED BY THE LANDSCAPE ARCHITECT). 18. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL UTILITIES AREADEQUATELY SCREENED WITH THE REQUIRED PLANTING MATERIAL ANDVERIFY PLANT SPECIES WITH LANDSCAPE ARCHITECT. 19. ALL PLANT SPECIFICATIONS IN THE PLANT SCHEDULE SHALL BECONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTORSHALL PROCURE PLANT MATERIALS AND UPSIZE AS NECESSARY TO MEETTHE MOST STRINGENT SPECIFICATION. NOTES: 1. ESTABLISH SOD IN ALL DISTURBED AREAS. SEESPECIFICATIONS FOR MORE INFORMATION.2. ALL AREAS WITH PROPOSED LANDSCAPE MATERIALSHALL RECEIVE A MINIMUM THREE (3) INCHES OFSHREDDED HARDWOOD MULCH. SEE LANDSCAPEPLAN FOR MULCH BOUNDARY LINES. SEELANDSCAPE DETAILS FOR TYPICAL MULCH AREADIMENSIONS. NO R T H LIMITS OF DISTURBANCE, TYPCONTRACTOR SHALL PATH AND REPAIREXISTING PLANTING AREAS DAMAGED BYTHIS WORK THROUGHOUT THE EXISTINGLANDSCAPE AREAS ADJACENT TO THEPROJECT'S LIMITS OF CONSTRUCTION. A NILORACHTRON K Y ED.BA G H ED LANDSCAPE KKKKKKKKKKK YYYYYY ED.BA G HHHHHHH 07/11/2025 2''W 2''W 2''W 2''W 2''W G G G G G G 6''SS6''SS6''SS W W UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE Market Street U.S. Highway 17 EXISTING PUBLICUTILITY EASEMENT(NOT FIELD VERIFIED) BSL BSL BSL BS L BS L BSL BSL BSL BSL LSB LSB LSB LSB LS B LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB DO NOT ENTER 6''SS6''SS6''SS LOD LOD LOD LOD LODLODLODLODLOD LOD LO D LOD LOD LO D LOD LOD LOD LOD LODLODLODLOD LOD LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PD >> PD > > PD > > PD > > PD > > PD > > PD > > PD > > Le DO Se C RS MAIN LINE (TYP.) MAIN LINE SLEEVING (TYP.) AREA TO RECEIVEDRIP IRRIGATION (TYP.) EQUIPMENT SHOWN SCHEMATICALLY,COORDINATE WITH CONTRACTOR FORINSTALLATION LOCATION OF FLOW SENSOR,MASTER CONTROL VALVE, ETC. ALLEQUIPMENT TO BE LOCATED OUTSIDE INGREEN SPACE. NOT ALL NECESSARY SLEEVES SHOWN. INSTALLWHERE NECESSARY AND COORDINATE WITHOTHER DISCIPLINES TO AVOID CONFLICTS ANDFACILITATE THE CONSTRUCTION PROCESS. P.O.C. SHOWN - SEE CIVIL SHEETS FORINSTALLATION LOCATION OF IRRIGATION WATERMETER. COORDINATE WITH CONTRACTOR FORLOCATION OF ASSOCIATED APPURTENANCES(BACKFLOW, FLOW SENSOR, MASTER CONTROLVALVE, ETC). ALL EQUIPMENT TO BE LOCATEDOUTSIDE IN GREEN SPACE. CONTRACTOR TOPROVIDE CONDUIT AND110V, SINGLE PHASEPOWER FORCONTROLLER COORDINATE/DISCUSS PROJECT LIMITS WITHGENERAL CONTRACTOR TO ENSURE ALL IRRIGATIONEQUIPMENT IS INSTALLED WITHIN PROJECT AREA. AREA TO RECEIVESPRAY IRRIGATION (TYP.) CONTRACTOR TO PERMANENTLY MARK ALL SLEEVECROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITHOTHER DISCIPLINES TO AVOID CONFLICTS (TYP). CONTRACTOR TO ADJUST ALL OVERHEAD SPRAYHEADS TO ENSURE MINIMAL OVER-SPRAYOCCURS ON ANY HARDSCAPE SURFACE (TYP). CONTROLLER &RAIN SENSOR TOBE LOCATEDOUTSIDE IN GREENSPACE, SCREENEDFROM THE PUBLICVIEW. AVOIDOVERHEADOBSTRUCTIONSAND OVERSPRAYASSOCIATED WITHRAIN SENSOR. ALL DRIP ZONES TO HAVEMINIMUM 12" SETBACK(CLEAR-ZONE) BETWEENDRIPLINE AND SOD EDGE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALLNECESSARY MODIFICATIONS REQUIRED TO MEET THE SCHEMATICINTENT OF THESE PLANS PRIOR TO SUBMITTING PROPOSAL.THESE PLANS OUTLINE THE OVERALL LAYOUT OF THE SYSTEM ANDIT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONETHE SYSTEM ACCORDINGLY BASED ON FLOW AND PRESSURE AVAILABLE ATTHE TIME OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FORVERIFYING THE FOLLOWING BUT NOT LIMITED TO: AVAILABLE FLOW,AVAILABLE PRESSURE, CONNECTION ASSEMBLY, CAPACITY OF THE SYSTEM. POC MCV FS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP 1806-S-P45-FTURF ROTARY, 5FT.X15FT. (LCS AND RCS), 5FT.X30FT. (SST) HANDADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6IN.POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSUREREGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 26 45 RAIN BIRD R-VAN14 1806-S-P45-FTURF ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HANDADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6IN.POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSUREREGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 80 45 RAIN BIRD R-VAN18 1806-S-P45-FTURF ROTARY, 13FT.-18FT. 45-270 DEGREES AND 360 DEGREES. HANDADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6IN.POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSUREREGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 33 45 RAIN BIRD R-VAN24 1806-S-P45-FTURF ROTARY, 17FT.-24FT. 45-270 DEGREES AND 360 DEGREES. HANDADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6IN.POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSUREREGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 24 45 RAIN BIRD 1804-1400 FLOODFLOOD BUBBLER 4.0IN. POPUP, INSTALL W/ PA-80 ADAPTER.40 20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTYAREA TO RECEIVE DRIPLINERAIN BIRD XFCV-09-12XFCV ON-SURFACE LANDSCAPE DRIPLINE WITH A HEAVY-DUTY 3.5 PSICHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALSSPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULARPATTERN. GREAT FOR ELEVATION CHANGE. SPECIFY XF INSERTFITTINGS. 4,245 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PGA GLOBE 1"1IN., 1-1/2IN., 2IN. ELECTRIC MASTER VALVE, GLOBE.1 RAIN BIRD ESPLXME2-LXMM W/ (1) ESPLXMSM1224 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER.(1)ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNTENCLOSURE W/ (1) ESPLXMSM12 - 12-STATION EXPANSION MODULES.INSTALL IN LXMM POWDER COATED, METAL WALL-MOUNTED CABINET. 1 RAIN BIRD RAINGAUGERAIN SENSOR FOR MAXICOM OR SITECONTROL. CUSTOMIZES WEATHERDATA BY PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, ANDSENDING TO CENTRAL CONTROLLER DAILY. 1 RAIN BIRD FS-150-P1-1/2IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATINGRANGE 5.0 GPM TO 100.0 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPESIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) | LXD |LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR ANDOFFSET. INSTALL IN RAIN BIRD VALVE BOX. 1 POINT OF CONNECTION 1"1 IRRIGATION MAINLINE: PVC SCHEDULE 40 1,067 LF PIPE SLEEVE: PVC SCHEDULE 40 249.5 LF MCV C RS FS POC IRRIGATION SCHEDULE FLOW TOTALSArea for Dripline:63.7Bubbler:40Turf Rotary:124.5Total:228.2 GPM This document together with the concepts and designs presented herein as an instrument of service is intended only for the specific purpose and clientfor which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates Inc shall be without liability to Kimley-Horn and Associates Inc BY DA T E AS S H O W N RE V I S I O N S No. DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 IR R I G A T I O N P L A N L200 NO R T H IRRIGATION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENTQUANTITIES, ETC. PRIOR TO BEGINNING WORK. 2. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES INPLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 3. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONSTO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 4. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERALREQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATIONCONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETSGOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOROBTAINING ANY NECESSARY PERMITS OR APPROVALS. 5. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION, SLIGHTFIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 6. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFOREBEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPEARCHITECT IF AVAILABLE WATER PRESSURE WILL NOT ALLOW SYSTEMMODIFICATION TO BE POSSIBLE. 7. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE ABACKFLOW PREVENTER INSTALLED PER UTILITY PROVIDER REQUIREMENTS. 8. WHERE APPLICABLE, IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETECOVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS. 9. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOTTRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 10. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATIONCONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATIONLINES ARE TO BE PLACED IN SEPARATE SLEEVES. 11. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FORIRRIGATION SYSTEM WITH OWNER'S REPRESENTATIVE. 12. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLYWATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 13. CONTRACTOR TO PROVIDE PERMANENT BENCH-MARKS ON ALL CURB LINES ATRELATED SLEEVE LOCATIONS (TYP). 14. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED TO MINIMIZE ROOTDISTURBANCE IN EXISTING TREES. 15. IRRIGATION SPRAYS AND ROTORS ARE NOT COMBINED ON THE SAME CONTROLVALVE CIRCUIT - LANDSCAPE BEDS AND TURF ON SEPARATE CIRCUITS. 16. MATCH PRECIPITATION RATES WITH ANY HEADS THAT ARE REPLACED. NOTE: DURING THE CONSTRUCTION PHASE, PLEASE BEADVISED THAT THE PIPE AND METER SIZES MAY NEED TOBE UPSIZED BASED ON ACTUAL SITE CONDITIONS ANDWATER DEMAND REQUIREMENTS. ENSURE TO REVIEWAND ADJUST THE SIZING AS NECESSARY TO MEET THEIRRIGATION SYSTEM'S PERFORMANCE STANDARDS ANDEFFICIENCY. A NILORACHTRON K Y ED.BA H ED LANDSCAPE KKKKKKKKKK YYYYYYYYYYYYYY ED.BA HHHHHHH 07/11/2025 MEMORANDUM To: New Hanover County Technical Review Committee Date: August 7, 2025 Subject: West Bay and Commercial NCDOT Projects: • U-4902D- SR 1403 Middle Sound Loop Road to SR 2290 Mendenhall Drive / SR 2743 Marsh Oaks Drive construct access management improvements. Is in direct proximity of this sites location. WMPO 2045 MTP Projects: • U-4902D is also included in the WMPO 2450 MTP. New Hanover County Projects: • N/A TIA: Label the proposed buildings with the proper ITE trip generation code. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Office (710) 4,200 SF 48 6 6 General Office (710) 2,400 SF 26 4 3 Airport Blvd – Phase 2 ILM Airport Expansion - TRC Review Page | 1 To: Andrew Samberg, RS&H Architects Engineers Planners, Inc From: Katherine May, Development Review Planner Date: August, 8, 2025 Technical Review Committee (TRC) PID#: R04200-001-025-000 Egov# SITECN-25-000086 Subject: Airport Blvd – Phase 2 ILM Airport Expansion - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the August 8, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Airport Blvd – Phase 2 ILM Airport Expansion - TRC Review Page | 2 Planning, Katherine May, 910-798-7443 Compliance with local zoning requirements 1. General Comments a. Zoning District is AC, Airport Commerce b. As stated in the application the intended use is a commercial parking lot or facility. The Unified Development Ordinance (UDO) defines the use as: i. An off-street, hard-surfaced, ground level area—or a structure composed of one or more levels or floors—that is used as a commercial enterprise for the parking of personal automobiles, is not accessory to any other use on the same lot, and contains parking spaces rented to the general public or reserved for individuals by the hour, day, week, or month. This definition shall not include storage of vehicles awaiting repair, pending insurance or legal action, awaiting demolition, or vehicles stored for the stripping of parts. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. c. There do not appear to be any Duke Energy Transmission Lines/Easements on the property. d. This project is not part of a rezoning. e. What is the height of the parking deck and how many stories will it be? 2. UDO Section 5.1, Parking and Loading a. There are no minimum parking space requirements for this use. b. EV conduit would be capped at 15 spaces for the whole site. They can be split between parking lots or placed wherever makes the most sense for the airport. Let me know if you have additional questions about this. 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 Airport Blvd – Phase 2 ILM Airport Expansion - TRC Review Page | 3 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. 5. UDO Section 5.4, Landscaping and Buffering a. Parking decks are treated as buildings, so in this case only foundation plantings would be required around the parking desk. b. The premium lot must have parking lot landscaping, however trees can be substituted with shrubs or other low growing vegetation. c. Street yard does not apply. 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. 7. UDO Section 5.6, Signs a. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Map, there are no Conservation Resources on this site. 9. UDO Article 9, Flood Damage Prevention a. This project is not in a floodplain. NHC Fire Services, Ray Griswold 910-798-7448 Compliance with NC Fire Code 1. Fire Finals required 2. No plantings that block signage, fire hydrants. This also includes other utilities 3. Minimum 3 foot clearance around all fire hydrants required 4. Also follow any other comments under Building Permit #25-00974 Airport Blvd – Phase 2 ILM Airport Expansion - TRC Review Page | 4 NHC Soil & Water Conservation, Dru Harrison 910-798-7138 General comments about existing soil conditions of the site. 1. Please see the attached comments. NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1.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-Permitting. 2.Please contact the State for their stormwater permit requirements. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1.No comments. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1.Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1.CFPUA TRC Comments provided are preliminary comments only. 2.Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3.CFPUA water and sewer available. 4.Plans are currently in review with CFPUA. 5.Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6.A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7.Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. Airport Blvd – Phase 2 ILM Airport Expansion - TRC Review Page | 5 NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. No comments. WMPO, Caitlin Cerza 910-473-5130 New Hanover County contracted traffic engineering services comments: 1. Please see the attached comments. Army Corps of Engineers, Brad Shaver 910-251-4611 Requirements if wetlands are impacted 1. No comments. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager 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 Natural Resources Conservation Service Map Unit Legend (ILM Airport Parking Deck) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Le Leon sand 37.7 62.5% Pn Pantego loam 17.7 29.5% St Stallings fine sand 4.8 8.0% Totals for Area of Interest 60.2 100.0% Custom Soil Resource Report Soil Map (ILM Airport Parking Deck) 37 9 5 40 0 37 9 5 50 0 37 9 5 60 0 37 9 5 70 0 37 9 5 80 0 37 9 5 90 0 37 9 6 00 0 37 9 6 10 0 37 9 5 30 0 37 9 5 40 0 37 9 5 50 0 37 9 5 60 0 37 9 5 70 0 37 9 5 80 0 37 9 5 90 0 37 9 6 00 0 37 9 6 10 0 231 600 231 700 231 800 231 900 232 000 232 100 232 200 231 600 231 700 231 800 231 900 232 000 232 100 34° 16' 18'' N 77 ° 54 ' 56 ' ' W 34° 16' 18'' N 77 ° 54 ' 31 ' ' W 34° 15' 51'' N 77 ° 54 ' 56 ' ' W 34° 15' 51'' N 77 ° 54 ' 31 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 200 400 800 1200Feet050100200300 Meters Map Scale: 1:4,150 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP INFORMATION 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. TO: New Hanover County Planning Department, New Hanover SWCD, July 30th, 2025 FROM: Dru Harrison, Soil & Water Director RE: ILM Airport Parking Deck I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Leon sand (Le), Pantego loam (Pn), and Stallings flne sand (St). According to the booklet, “Wilmington/New Hanover Classiflcation of soils for Septic Tank Suitability”, Stallings is a Class II soil, and Leon and Pantego are Class III soils. The Soil Survey of New Hanover County lists Stallings as somewhat poorly drained, Leon as poorly drained, and Pantego as very poorly drained. Leon and Pantego soils are on the New Hanover County Hydric Soils Ä list which means they are possibly wetland areas and subject to regulation under the Clean Water Act. Stallings 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 of the soils on this site. The limitations are due to fiooding 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. MEMORANDUM To: New Hanover County Technical Review Committee Date: August 7, 2025 Subject: ILM Airport Parking Deck NCDOT Projects: • N/A WMPO 2045 MTP Projects: • N/A New Hanover County Projects: • NHC Bike Ped Priorities 2024 – Kerr Avenue North to Bavarian Lane – Multi use path TIA: A TIA IS NOT required. For any additional comments, Please contact Caitlin Cerza, the Transportation Planning Engineer at Caitlin.Cerza@wilmingtonnc.gov or (910) 473-513