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HomeMy WebLinkAbout4-1-26 TRC Agenda Packet TECHNICAL REVIEW COMMITTEE AGENDA April 1, 2026 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, April 1, 2026 at 2:00 p.m. to discuss the below item. 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 April 1, 2026 TRC meeting by calling 336-218-2051 and entering conference ID: 765 648 379# Agenda Items Item 1: Cape Fear Academy Expansion – 3900 S College Rd – SITECN-26-000014 • Request to expand the existing campus of Cape Fear Academy with new internal road infrastructure, a building expansion, and sports facilities expansion. • The site is located at 3900 S College Rd and is zoned R-15. • The case planner is Zach Dickerson (zdickerson@nhcgov.com) Cape Fear Academy Expansion – 3900 S College Rd – TRC Review Page | 1 To: Cape Fear Academy, Inc. Joe Boyd, P.E. From: Zach Dickerson, Senior Planner Date: April 1, 2026 Technical Review Committee (TRC) PID#: R06618-006-011-000, R06618-006-008-000, R07100-003-052-002, R06618-006-009- 000, R06618-006-017-000, R07100-003-052-000, & R07100-003-053-001 Egov# SITECN-26-000014 Subject: 3900 S College Rd – Cape Fear Academy 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. Cape Fear Academy Expansion – 3900 S College Rd – TRC Review Page | 2 The following comments have been received for the April 1, 2026, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Planning, Zach Dickerson 910-798-7450 Compliance with local UDO requirements 1. General Comments a. This site is zoned R-15, Residential. b. As stated in the application the intended use is Cape Fear Academy School Expansion. The primary use of the site is The Unified Development Ordinance (UDO) defines the use as i. Elementary & Secondary School: An educational institution that offers a program of high school, technical high school, middle school (or junior high school), and/or elementary school (including kindergarten, pre-k, pre-k-8, or nursery school) instruction meeting State requirements for a school. Such uses include classrooms laboratories, auditoriums, libraries, cafeterias, after school care, athletic facilities, dormitories, and other facilities that further educational mission of the institution. 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. Parking Requirements for Elementary and Secondary Schools are based on student capacity. Those calculations are broken down as follows: i. Elementary and Middle School: 1 parking space per 6 students design capacity ii. High School: 1 parking space per 4 students design capacity b. Can you please confirm the below items?: i. Current student capacity: ii. Number of parking spaces currently on the campus: Cape Fear Academy Expansion – 3900 S College Rd – TRC Review Page | 3 iii. Is the expansion designed to accommodate more students? If so, please confirm how many and we’ll run those numbers against how much parking is already on the campus to make sure there is enough. 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. b. Include the WMPO’s estimated AM and PM traffic generation. If either AM or PM peak hour exceeds 100 trips, state a TIA is required. 4. UDO Section 5.3, Tree Retention a. As we discussed, there will be some trees removed for this project. Please apply for a Tree Removal Permit prior to any site development. You can follow this link here for the application: https://www.nhcgov.com/DocumentCenter/View/1239/Tree- Removal-Permit-PDF b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. UDO Section 5.4.2.B requires 15 trees planted or retained per acre disturbed. Please confirm the total acreage being disturbed so we can calculate this number. b. Current parking lot landscaping looks good, if there are additional required parking spaces then those will need to be landscaped in accordance with UDO Section 5.4.5. c. Civic uses like schools require Transitional Landscape buffers where they abut single- family residential. There is already one around most of the perimeter of this campus. i. Do you know the width of the landscape buffer along the northern edge of the site? It appears to be 20 feet, just need that confirmation. d. I’m interpreting the foundation plantings provided as in significant excess of what’s required. Is that correct? e. Street yard is required for this use in this zoning district. This number is calculated at 12 square feet per linear feet of street frontage, minus driveways. This is different than the entry way plantings that are shown on the site plan. Cape Fear Academy Expansion – 3900 S College Rd – TRC Review Page | 4 i. On GIS, I estimated 710 linear feet of street frontage. This comes out to 8,520 sq ft of street yard landscaping. ii. UDO Section 5.4.6.B states that for every 600 square feet of street yard on average, the following landscaping shall be provided: 1. One canopy/shade tree or if overhead power lines are located above the street yard, three understory trees; and 2. Six shrubs, 12 inches in height at time of planting. iii. It does appear there is already some street yard on this site, however I don’t see it represented on the site plan. Can you please confirm the number of trees and shrubs along the street frontage so we can make sure this requirement is being met? f. All planting materials must comply with the approved planting materials listed in the New Hanover County Tree & Landscaping Manual. The species and size must be listed in the final landscape plan indicating compliance with the manual. Or evidence the proposed plant species are acceptable from the county Agricultural Extension office. 6. UDO Section 5.5, Lighting a. Reviewing the lighting plan, it does appear that the lighting at the new northern entrance to the site may cause an issue. b. Per UDO Section Table 5.5.4.B, the maximum illumination level at lot line (foot candles) where the abutting lot line is a single-family detached, is 0.5. i. It looks like there are some foot candles in excess of that limit near that entrance. 7. UDO Section 5.6, Signs a. Are there any new signs proposed for the site? 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. Any approvals granted by the TRC for the site design is not an approval for the ultimate size or placement of the sign. Cape Fear Academy Expansion – 3900 S College Rd – TRC Review Page | 5 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource map, there are no Conservation Resources on this part of the property. b. There does appear to be an area of Freshwater Marsh near the tennis courts. Freshwater Marsh c. This is outside the development envelope and doesn’t need to be addressed right now but if there are plans to renovate the area around the tennis courts as part of the school’s expansion, a delineation by a surveyor or an engineer will be necessary. 9. UDO Article 9, Flood Damage Prevention a. No part of the campus is in the floodplain. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. No comments. Cape Fear Academy Expansion – 3900 S College Rd – TRC Review Page | 6 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-Control. 2. Please contact the State for their stormwater permit requirements. It is anticipated a major modification to SW8971221 will be required. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site is on public water and sewer. Proposed infrastructure does not violate setbacks to any well or septic systems. 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. There are no CFPUA comments, work is being done behind the meter on the private side. Cape Fear Academy Expansion – 3900 S College Rd – TRC Review Page | 7 NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. See attached. WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. See attached. Army Corps of Engineers, Brad Shaver 910-251-4611 Information or 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 New Hanover County Soil and Water STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 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 DATE: March 25, 2026 TO: City of Wilmington Technical Review Committee SUBJECT: Cape Fear Academy Expansion – 3900 South College Road These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx 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). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 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 Required Roadway Improvements: A TIA is under review, once it is approved additional comments will be provided by NCDOT. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. • Figure 8-10 Recommended Treatment for Turn Lanes. Site Plan Comments: Driveway Plan Requirements: • 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. • Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance (6’ minimum). • Show grades at the centerline, edge of pavement, and within the proposed driveway. • Show the driveway profile with the proposed storm drainpipe. Driveway Radius: • All radii should be a minimum R30. • Make sure to accommodate the largest proposed vehicle. • Provide auto turn templates for the largest proposed vehicles. Internal Stem Protection: • Label the internal protection stem length for the proposed driveway connection. o Measured from the right-of-way line. Gated Entrances: • Show and label any proposed gates with distances to the right of way line. Drainage/Stormwater Conveyance: • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. • Select the appropriate type of drainage pipe for the amount of available coverage. o Pipe Cover Minimums (measured from top of pipe to subgrade): High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 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 sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown. • Provide spot elevations along frontage of driveway (at EOP and centerline). • Provide grades and spot elevations for existing and proposed ditches. • Show how drainage will be accommodated along property frontage. • Hydraulic calculations and associated plan sheets will need to be submitted for the site. Roadway Improvements: • Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway). • Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary. o The grinding of pavement markings will not be allowed. • All taper lengths and deceleration lengths should be appropriately designed for the given design speed. • All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings. • Provide a typical section for the proposed improvements within the right of way. • Travel lanes, paved/earth shoulders, and ditch sections (fore slope and back slope). • Ditch Slopes: front and back slopes should be a minimum 3:1 or flatter. • Traffic control plans are required. 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. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 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 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 ALUM. RAMPRAMP CHAPRA DR I V E PRIVATE 60' R/WMB 28, PG 182MB 51, PG 357 OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37'24" RCP INV FES=35.98' 4" PVCPIPE NC 1 3 2 C O L L E G E R O A D OAKCLIFF DR PINECLIFF DR N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRESPROJECT SITE SATARA DR CH A P R A D R © 2025 Microsoft Corporation © 2025 TomTom 0GRAPHIC SCALE250 1 inch = 250 ft. 125 R j:\2 5 \ 0 6 8 6 - a - c a p e f e a r a c a d e m y - n h c - s c h o o l e x p a n s i o n \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 0 . 0 0 C O V E R . d w g - F r i d a y , F e b r u a r y 2 7 , 2 0 2 6 7 : 10: 1 2 A M - C T O R R E L L FEBRUARY 27, 2026 N.T.S. WithersRavenel115 MacKenan DriveCary, NC 27511919-469-3340 3900 S. COLLEGE ROAD |WILMINGTON, NC 28412 |NEW HANOVER COUNTY ou r p e o p l e • y o u r s u c c e s s EST . 1 9 8 3 PARCEL DATA SITE DATA TABLE SURVEY BENCHMARK BENCHMARK IS LOCAL TO SITE.SEE SHEET C1.01 FOR BENCHMARK INFORMATION.VERTICAL DATUM BASED ON NAVD 88. PREPARED BY:CONTACT LIST: PRELIMINARY NOT APPROVEDFOR CONSTRUCTION DEVELOPER: CAPE FEAR ACADEMY3900 S. COLLEGE ROADWILMINGTON, NC 28412PHONE #: 910-791-0287ATTENTION: ED ELLISON INITIAL PLAN DATE: 11/09/2025 CAPE FEAR ACADEMY SCHOOL EXPANSION PHASE 1 CONSTRUCTION PLANS CONSTRUCTION PLANSCAPE FEAR ACADEMYSCHOOL EXPANSIONPHASE 1WR PROJECT NO. 25-0686Name:MUNI PRO NO: Muni Proj. No. JOE BOYD, PESR. PROJECT MANAGERWITHERSRAVENEL219 STATION ROAD, SUITE 101WILMINGTON NC, 28403910-256-9277JBOYD@WITHERSRAVENEL.COM PIN:OWNER: REAL ESTATE ID: ADDRESS: AREA:ZONING: PIN:OWNER: REAL ESTATE ID: ADDRESS: AREA:ZONING: PIN:OWNER: REAL ESTATE ID: ADDRESS: AREA:ZONING: PIN:OWNER: REAL ESTATE ID: ADDRESS: AREA:ZONING: PIN:OWNER: REAL ESTATE ID: ADDRESS: AREA:ZONING: PIN:OWNER: REAL ESTATE ID: ADDRESS: AREA:ZONING: R06618-006-008-000 CAPE FEAR ACADEMY3900 S COLLEGE RDWILMINGTON, NC 28412R-1510.02 AC R06618-006-011-000CAPE FEAR ACADEMY3900 S COLLEGE RDWILMINGTON, NC 28412R-1516.24 AC R06618-006-009-000CAPE FEAR ACADEMY3900 S COLLEGE RDWILMINGTON, NC 28412R-152.22 AC R06618-006-017-000CAPE FEAR ACADEMY3900 S COLLEGE RDWILMINGTON, NC 28412R-156.71 AC R07100-003-052-000CAPE FEAR ACADEMY3900 S COLLEGE RDWILMINGTON, NC 28412R-150.79 AC R07100-003-053-001CAPE FEAR ACADEMY3900 S COLLEGE RDWILMINGTON, NC 28412R-150.38 AC 219 Station Road|Suite 101|Wilmington, NC 28405License #: F-1479|t: 910.256.9277|www.withersravenel.com WithersRavenel SITE SHEET INDEX Number Title C0.00 COVER C0.01 GENERAL NOTES C1.00 OVERALL EXISTING CONDITIONS C1.01 EXISTING CONDITIONS C1.02 EXISTING CONDITIONS C2.00 OVERALL DEMOLITION PLAN C2.01 DEMOLITION PLAN C2.02 DEMOLITION PLAN C3.00 OVERALL SITE PLAN C3.01 SITE PLAN C3.02 SITE PLAN C4.00 OVERALL UTILITY PLAN C4.01 UTILITY PLAN C4.02 UTILITY PLAN C5.00 OVERALL STORM DRAINAGE PLAN C5.01 STORM DRAINAGE PLAN C5.02 STORM DRAINAGE PLAN C6.00 OVERALL GRADING PLAN C6.01 GRADING PLAN C6.02 GRADING PLAN C7.00 OVERALL EROSION CONTROL PLAN STAGE 1 C7.01 EROSION CONTROL PLAN STAGE 1 C7.02 EROSION CONTROL PLAN STAGE 1 C7.03 OVERALL EROSION CONTROL PLAN STAGE 2 C7.04 EROSION CONTROL PLAN STAGE 2 C7.05 EROSION CONTROL PLAN STAGE 2 C7.06 EROSION CONTROL NOTES AND DETAILS C7.07 EROSION CONTROL NOTES AND DETAILS C7.08 EROSION CONTROL NOTES AND DETAILS C7.09 EROSION CONTROL DETAILS & NCG01 C8.00 SCM PLAN AND DETAILS C8.01 SCM PLAN AND DETAILS C9.00 SITE DETAILS C9.01 SITE DETAILS C9.02 WATER DETAILS C9.03 WATER & SEWER DETAILS C9.04 WATER & SEWER DETAILS C9.05 STORM DRAINAGE DETAILS SL1.00 LIGHTING PLAN COORDINATION NOTES: 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESEPLANS. 2. ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY, AND THE STATE OF NORTHCAROLINA. 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USEDWITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITEPLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTORSHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TONOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF WORK, AND TO FOLLOW ANYGUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDEDEASEMENT. 5. THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH NEW HANOVER AND NOTIFYTHE ENGINEER AT LEAST 48 HOURS PRIOR TO THE MEETING. 6. REFER TO ZONING CASE Z20-12 FOR BOARD OF COMMISSIONERS APPROVED MASTER PLAN. NOTES NEW HANOVER COUNTY PROJECTNO.TBD PARCEL PIN NO. R06618-006-008-000 & R06618-006-011-000 &R06618-006-009-000 & R06618-006-017-000 &R07100-003-052-000 & R07100-003-053-001 &R07100-003-052-002 TOTAL PROJECT AREA (ACRES) 10.02 , 16.24, 2.22, 6.71, 0.79, 0.38, 0.64 (37.00TOTAL ACRES) WATERSHED BARNARDS CREEK EXISTING ZONING & LAND USE R-15 RESIDENTIAL DISTRICT DISTURBED AREA 7.40 AC PROPOSED USE TWO STORY SCHOOL BUILDING EXPANSION, ONE JV/PRACTICEFIELD BUILDING DATA: NUMBER OF PROPOSED BUILDINGS 1 BUILDING HEIGHT 45' CONSTRUCTION TYPE II-B PROPOSED BUILDING AREA 13,000 SF PROPOSED GROSS FLOOR AREA(2 STORIES)25,185 SF OCCUPANT DATA: NUMBER OF NEW CLASSROOMS 14 CURRENT OCCUPANTS PRE-K - 10TH GRADE: 666 STUDENTS11TH - 12TH GRADE: 120 STUDENTS TOTAL CURRENT OCCUPANTS 786 STUDENTS NEW OCCUPANTS 1ST -10TH GRADE: 68 STUDENTS TOTAL NEW OCCUPANTS 854 STUDENTS REQUIRED PARKING PRE-K - JUNIOR HIGH: 183 (1 PER 6 STUDENTS)HIGH SCHOOL: 20 (1 PER 4 STUDENTS)TOTAL: 187 TOTAL PARKING EXISTING: 332 STANDARD, 15 ADAPROPOSED: 330 STANDARD, 15 ADA SETBACKS: FRONT 25' SIDE 10' REAR 20' OPEN SPACE: TOTAL SITE AREA 37.00 AC PARCEL SUBDIVIDED NO EXISTING IMPERVIOUS AREA 12.12 AC PROPOSED IMPERVIOUS AREA 2.16 AC TOTAL IMPERVIOUS AREA 14.29 AC PIN:OWNER: REAL ESTATE ID: ADDRESS: AREA:ZONING: R07100-003-052-002CAPE FEAR ACADEMY3900 S COLLEGE RDWILMINGTON, NC 28412R-150.64 AC L-300 LANDSCAPE REFERENCE SHEET L-301 LANDSCAPE PLAN L-302 LANDSCAPE PLAN L-304 SCM LANDSCAPE PLAN A-201 BUILDING ELEVATIONS - OVERALL L-100 TREE REMOVAL PLAN L-500 DETAILS L-303 LANDSCAPE PLAN, SCHEDULE AND DETAILS >>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > O O O ALUM. RAMPRAMP OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO CHAP R A D R I V E PRIVA T E 6 0 ' R / W MB 28, P G 1 8 2 MB 51 , P G 3 5 7 O OOO OO O O O O O O O O O O O O O O O O O O OOOO OOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX O O O O LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA SURVEY LIMITS OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37'24" R C P INV FES=35.98' (TIE LINE) 4" PVCPIPE WOODRETAININGWALL LA O O O O O O O O OOOO O O O OOOOOOOO O O OO O O O O O O OOO O O O LA LA LALALALA LALA LA LA LA LA OOOOOOOO O O OO O O O O O O OOO O O O OOOOOOOOOOOOOOO O O OOOOOOO O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOO O O O O O O O OOOOOOO O O O O O O O LALALA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA OO O O OO O O O O O OOOOOOO LA LA LALA LA LA LA LA OO OO OOOO O O O O O O O O O O O O O O O O O O O O O O OO O O O O O O O O O O O O O O O OOOO O O O O O O O O O O O O O OOOOO OOOO O O O O O O O O O O O O O O O O O O O O O O OO O O O O O O O O O O O O O O O OOOO O O O O O O O O OOOOO O O O O O O O O OO O O O O O O O O O O O O O O O O OOOOO LALA LALA LALA OOOOOOOOOOO O O O O O O O O O O O OOOOOOOOOO LA LA LALA LA LA LA LA LA LA LA LA XX XX XX XX XX O LA LA LALA LA LA LA LA LA LA LALA LA LALA SPEEDBUMPS SURVEY LIMITS SUR V E Y L I M I T S SURVEY LIMITS SURV E Y L I M I T S SURV E Y L I M I T S SURVE Y L I M I T S SURV E Y L I M I T S SURVEY LIMITS SUR V E Y L I M I T S SURV E Y L I M I T S SURVEY L I M I T S SPEEDBUMP SPEEDBUMP SPEEDBUMP SPEEDBUMP SPEEDBUMP SPEEDBUMP SPEEDBUMP NC 1 3 2 C O L L E G E R O A D SATARA DR CHA P R A D R OAKCLIFF DR PINECLIFF DR N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/FANDRE ADAMSDB 6643, PG 2350P.I.D. #R06618-006-010-000ZONING: R-15 N/FCHESTER & EILEEN LANGLEYDB 5598 PG 1284P.I.D. #R06618-006-006-000ZONING: R-15 N/FJOHN Q ALLENDB 9911 PG 617P.I.D. #R06618-006-005-000ZONING: R-15 N/FTREVOR & MARINALANPHEARDB 5817 PG 491P.I.D. #R06618-006-007-000ZONING: R-15 N/FDONALD & LINDA STAKERDB 6261 PG 453P.I.D. #R06618-006-016-000ZONING: R-15N/FCHRISTOPHER & NINA KELSONDB 6673 PG 2660P.I.D. #R06618-006-004-000ZONING: R-15 N/FCAPE FEAR ACADEMY INCDB 6568 PG 2294P.I.D. #R06618-006-008-000ZONING: R-15±436,251 FT²OR ±10.015 ACRES N/FTRECA HOLDINGS, LLCDB 6171 PG 272P.I.D. #R07100-003-053-000ZONING: B-1 N/FSCOTT & MEEGHANAIMONEDB 6604 PG 2536P.I.D. #R07106-003-009-000ZONING: R-15 N/FCAPE FEAR ACADEMY INCDB 5352 PG 1984P.I.D. #R06618-006-017-000ZONING: R-15 N/FDOMENICK & CATERINA RELLADB 5236 PG 489P.I.D. #R06618-006-014-000ZONING: R-15 N/FCRAIG & SUZANNEDB 6349 PG 1287P.I.D. #R06618-006-001-000ZONING: R-15 N/FKENNETH & ROBERTADANFORDDB 1422 PG 1418P.I.D. #R06618-006-003-000ZONING: R-15 N/FMICHAEL & HANNA BOXERDB 5321 PG 1685P.I.D. #R07106-003-005-000ZONING: R-15 N/FSUSAN G SOBOLDB 6584 PG 228P.I.D. #R07106-003-002-000ZONING: R-15 N/F SUSA N G S O B O L DB 65 8 4 P G 2 2 8 P.I.D . # R 0 6 6 1 8 - 0 0 6 - 0 1 2 - 0 0 0 ZON I N G : R - 1 5 N/FWILLIAM & LINDA HILLDB 1761 PG 828P.I.D. #R06618-006-002-000ZONING: R-15 N/F SUSA N G S O B O L DB 6 5 8 4 P G 2 2 8 P.I.D . # R 0 6 6 1 8 - 0 0 6 - 0 1 5 - 0 0 0 ZON I N G : R - 1 5 N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/FSCOTT & MEEGHANAIMONEDB 6631 PG 907P.I.D. #R07106-003-009-001ZONING: R-15 N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-009-000ZONING: R-15 N/FCAPE FEAR ACADEMY INCDB 6568 PG 2294P.I.D. #R07100-003-052-000ZONING: B-1±154273 FT²OR ±0.351 ACRES N/FCAPE FEAR ACADEMY ETALDB 6568 PG 2301P.I.D. #R07100-003-052-002ZONING B 1 N/FCAPE FEAR ACADEMY ETALDB 6568 PG 2301P.I.D. #R07100-003-053-001ZONING: B-1 O O OO S0 1 ° 2 0 ' 3 1 " W 699 . 9 9 ' S01 ° 2 3 ' 0 1 " W 38 5 . 9 9 ' S01 ° 2 4 ' 3 8 " W 158 . 6 3 ' N88°42'31"W 163.25' S26 ° 0 1 ' 1 0 " W 27.9 0 ' S09 ° 4 0 ' 4 7 " W 97.3 0 ' S67°58'5 3 " E 201.94' S0 0 ° 5 2 ' 3 2 " W 64.3 3 ' N67°57 ' 4 8 " W 150.25'N26° 0 8 ' 0 5 " E 245. 8 2 ' N78°19'50"W 561.31' N01 ° 2 2 ' 0 3 " E 31 3 . 8 5 ' N88°36'58"W 203.72' S02 ° 1 9 ' 5 6 " W 22 9 . 2 5 ' N75°18'48" W 178.29' N75°30'46" W 27.73' N74°53'08" W 163.50' N4 8 ° 4 6 ' 4 8 " W 69. 6 3 ' N4 8 ° 0 8 ' 1 9 " W 342. 7 8 ' N21 ° 0 9 ' 2 9 " E 357 . 6 9 ' S84°58'23"E87.02'S65°55'58"E89.90'N73°46'17"E40.06' S63°2 6 ' 5 1 " E 211.96 ' N82°07'27"E56.65' N0 1 ° 3 2 ' 2 5 " E 143 . 3 3 ' S79°48'43"E 104.57' N03°17'42"E20.90' N0 1 ° 0 9 ' 2 7 " E 194 . 6 4 ' N0 1 ° 1 9 ' 0 3 " E 124 . 9 2 ' N08°59'09"W74.50' N08°49'46"W37.51' N02°17'31"E45.13' N85°01'56"E 121.57'S05°03'29"E58.66' S88°38'21"E 308.06' S88°40'13"E217.90' S88°37'43"E218.08' S88°41'06"E148.17' S01 ° 1 5 ' 0 6 " W 24 8 . 9 4 ' S88°44'34"E199.52' S01 ° 1 5 ' 2 8 " W 230 . 3 3 ' S01°15'58"W351.36' S88°31'43"E 99.89' N64°54' 2 2 " W 116.67' S26 ° 0 8 ' 1 2 " W 336 . 2 0 ' S67°55' 3 3 " E 62.64' EXISTINGCAMERONHALL 24' 24' R35'R35' SCM 1PART 2 R35' PROPOSED SIDEWALK IMPROVEMENT MIDDLESCHOOLFIELD PROPERTY BOUNDARY (TYP.) PROPOSED FENCE EXISTINGPARKING LOT EXISTINGCAMPUS R25' R25' ACCESS CONTROL GATE R39.54'R40' HALF-COURTBASKETBALL SCM 1PART 1 EXISTINGSCM 3 EXISTINGSCM 2 PROPOSED CAMERONHALL EXPANSION PROPERTY BOUNDARY (TYP.) PROPERTY BOUNDARY (TYP.) SANDVOLLEYBALLCOURT SYMBOL DESCRIPTION BUILDING CONCRETE CURB & GUTTER HEAVY DUTY ASPHALT PAVING LIMIT OF DISTURBANCE BOUNDARY BUFFER CENTER LINE EASEMENT LOT LINE PHASE LINE RIGHT OF WAY SETBACK LOD SITE LEGEND O O O O O FENCE POST TURF J:\ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 0 O V E R A L L S I T E P L A N . d w g - T h u r s d a y , F e b r u a ry 2 6 , 2 0 2 6 3 : 1 6 : 3 0 P M - C T O R R E L L ou r p e o p l e • y o u r s u c c e s s EST . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Lic e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below.Call before you dig. EDCBA 1 23 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | W I L M I N G T O N , N C 2 8 4 1 2 | N E W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 390 0 S . C O L L E G E R O A D WIL M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025REVISIONS: OVERALL SITE PLAN C3.00 0 SCALE: 1 inch = 8040 80 ft. C3.01 C3.02 MEMORANDUM To: New Hanover County Technical Review Committee Date: March 13, 2026 Subject: Cape Fear Academy School Expansion NCDOT Projects: • Shipyard Boulevard to Carolina Beach Road. Access management and travel time improvements. This project includes additional through lanes in each direction with modified superstreet configurations and intersection modifications, including Holly Tree Road and continuous flow intersections around South 17th Street. The project is currently awaiting funding. WMPO 2050 MTP Projects: • U-5702B - is also in the 2050 WMPO MTP. New Hanover County Projects: • BL-0181: South College Road Phase 1 Multi Use path. TIA: • A TIA for Cape Fear Academy is currently under review by the WMPO, NCDOT, and New Hanover County planning staff. Once the TIA is approved, all improvements outlined in the TIA approval letter will be required. Please reach out to Caitlin Cerza (Caitlin.Cerza@wilmingtonnc.gov), the WMPO’s Transportation Planning Engineer, if any questions arise related to the TIA.