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Home My WebLink AboutCommercial Site Plan TRC Comments Sheetz – 0 Alexander Road – TRC Review Page | 1 To: Patrick Barbeau, PE Patrick.Barbeau@timmons.com From: Ryan Beil, Development Review Planner Date: December 17, 2025 Technical Review Committee (TRC) PID#: R03600-004-002-000, R03600-004-001-000, R03600-004-022-000 Egov# SITECN-25-000115 Subject: 0 Alexander Road – Sheetz - 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. Sheetz – 0 Alexander Road – TRC Review Page | 2 The following comments have been received for the December 17, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Planning, Ryan Beil 910-798-7444 Compliance with local zoning requirements 1. General Comments a. Zoning district is CZD B-2. b. As stated in the application the intended use is Convenience Store. The Unified Development Ordinance (UDO) defines the use as i. A small retail self-service store selling a limited line of fast-moving food and nonfood items, usually with extended hours of operation and usually with a high volume of customer traffic comprised of quick transactions of a small number of items. Includes fuel sales as an accessory use. ii. Please list all incidental or customary activities that may occur on the property in line with and under the general definition of the requested use. 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. Plans note a Duke easement on this property. Please confirm with Duke Energy to get Duke Energy approval for this site plan before proceeding with any other permits. e. This project was a part of a Conditional Rezoning, Z25-11, with the conditions listed below. Please place the conditions on the plans if they are not already present. i. Existing trees that do not impact the proposed development, including changes to the site plan that constitute minor deviations, shall be preserved. ii. Emergency vehicle access shall be provided between the residential portion of the project and the convenience store. The location of the emergency vehicle access may be modified during the TRC process administratively. iii. A 10-foot-wide public bicycle and pedestrian easement shall be reserved from Alexander Road through the (CZD) R-5 portion of the site to the (CZD) B-2 portion of the site. Maintenance of the access easement shall be the responsibility of the residential portion of the project, the commercial portions of the project, or a combination thereof. Provisions for future maintenance Sheetz – 0 Alexander Road – TRC Review Page | 3 shall be included in a maintenance agreement approved by New Hanover County and recorded with the Register of Deeds prior to signature and recordation of the final plat of the residential portion. iv. A bicycle and pedestrian path shall be provided between the residential units and the dedicated open space for the residential development. The path shall be reserved as a private access easement for the residents and owners of the residential units if the parcels are subdivided. v. There shall be a maximum of twelve (12) dwelling units on the site’s residential portion, for a maximum density of eight (8) dwelling units per acre. The concept plan shows the dwelling unit type as row-style dwellings. The following attached dwelling types are authorized for development in the R-5 zoning district and may be utilized so long as the overall approved density is not exceeded: Row-Style, Quadraplexes, Triplexes, Duplexes, and Dual-Unit Attached. vi. All outdoor speakers, other than those used for the drive-throughs on the site, shall be oriented away from the R-5 portion of the site and the R-15 parcel to the north. vii. Drive-throughs appearing on the site plan may be administratively removed or adjusted on the same side of the buildings as shown on the concept plan. Changes to drive-through locations to other sides of the buildings would constitute a major deviation and require approval through the conditional rezoning process. viii. A stormwater maintenance agreement between property owners or a maintenance easement for the stormwater pond will be recorded with the New Hanover County Register of Deeds prior to TRC approval. 2. UDO Section 5.1, Parking and Loading a. Include a note explaining the parking calculations, for example: Use requires 2.5 parking spaces for every 1,000 square feet of building area. Project proposes 6,139 square feet. Required parking is 6,139 / 1,000 = 6.139 x 2.5 = 15 required parking spaces. Provided parking exceeds parking requirements. 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. Sheetz – 0 Alexander Road – TRC Review Page | 4 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. 5. UDO Section 5.4, Landscaping and Buffering a. Street yard landscaping shall be required along all street frontages. b. B-2 primary street yard requires 25 square feet for each linear foot of street frontage, with a minimum width of 12.5’. B-2 secondary street frontages are required to contain 50% of the required street yard area. i. Appears to be roughly 440 linear feet along Market Street, and 600 linear feet along Alexander Road. Please show street yard calculations. ii. For every 600 square feet, 1 canopy tree or three understory trees are required, along with 6 shrubs. c. Parking lot landscaping required equaling 8% of the total vehicular use area. i. One tree per 144 square feet. ii. At least 75% of trees shall be shade/canopy species iii. No parking space shall be located more than 120 feet from a landscape island. d. Foundation plantings located between the building face and the parking lot or drive aisle shall be required for all portions of buildings adjacent to parking lots or internal drive aisles. i. The foundation planting area shall be 12% of the area of the first floor building face, or building face up to 25 feet in height, whichever is less, adjacent to the parking area or internal drive; and ii. The foundation planted area shall be planted as landscaped areas of sufficient variety, height, and size with plantings listed in New Hanover County Tree and Landscaping Manual. 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? Sheetz – 0 Alexander Road – TRC Review Page | 5 7. UDO Section 5.6, Signs a. If free standing sign is along a DOT maintained road or near an intersection with a DOT road (including the driveway access). Required DOT sight triangles must be shown 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 Conservation Resource Map there are no Conservation Resources located on the site. 9. UDO Article 9, Flood Damage Prevention a. Per the New Hanover County Flood map, no part of the property is located in a floodplain. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with complete set of civil plans will result in a resubmittal for review for verification of compliance. 2. Any plan involving an underground storage tank (UST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements. This plan shall also show all vent lines. 3. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. Fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. 4. Fire apparatus access roads are required at time of construction. They are to be capable of handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus access roads are to be a minimum of 20 feet wide. 5. If a water supply is required for fire protection a fire hydrant system or other means approved by the fire code official must be present prior to beginning construction and be maintained operable during the construction period. (for construction, fire dept. water shuttle counts as long there is a fill site within range) 6. All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5 inch pumper nozzle with a 5 inch STORZ connection. Further information Sheetz – 0 Alexander Road – TRC Review Page | 6 on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. 7. All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. NHC Soil & Water Conservation, Dru Harrison 910-798-7138 General comments about existing soil conditions of the site. 1. No 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-Control. 2. The offsite SCM and requisite permits must be approved and SCM constructed prior to initiating any land disturbing activities. 3. Please forward a copy of the offsite O&M SCM agreement between the different users. 4. Please contact the State for their stormwater permit requirements. It is anticipated a new offsite stormwater permit will be required. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water. Environmental Health has records of a well drilled in 1999 at 7718 Alexander Rd. Well head must be located, protected and properly abandoned by a Certified Well Driller. 2. Site plan reflects connection to public sewer. Environmental Health records show a septic system installed in 1999 for 7718 Alexander Rd. This septic tank must be located then pumped, crushed and filled for proper abandonment. Sheetz – 0 Alexander Road – TRC Review Page | 7 3. Food service plans must be submitted to NC Environmental Health Plan Review Unit for State review of food service facility. Approval will be needed prior to building permit issuance. 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. 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 (force main-to-force main connection) available. 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 910-398-9114 Driveway access and state road improvements 1. Comments attached WMPO, Luke Hutson 910-473-5130 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 Sheetz – 0 Alexander Road – TRC Review Page | 8 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 NHC Sustainability Manager NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources 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: December 4, 2025 TO: New Hanover County Technical Review Committee SUBJECT: Sheetz – 7740 Alexander 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 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: US 17 (Market Street) at Site Access 1 (proposed unsignalized right-in/right-out intersection): • Construct Site Access 1 (eastbound approach) as a right-in/right-out intersection with one ingress lane and one egress lane. • Provide stop control for the eastbound approach. • Provide an internal protected stem of 100 feet, as measured from the right-of-way line. • Construct a southbound right turn lane on Market Street with 125 feet of full width storage and appropriate deceleration and taper lengths. SR 1345 (Alexander Road) at Site Access 2 (proposed unsignalized full movement intersection): • Construct Site Access 2 (southbound approach) with one ingress lane and one egress lane. • Provide stop control for the southbound approach. • Provide an internal protected stem of 50 feet, as measured from the right-of-way line. Site Plan Comments: US 17 (Market Street) Roadway Improvements & Site Access 1: • Alexander Road Retail Site Access 1: o Construct a southbound right turn lane on Market Street with 125 feet of full width storage and appropriate deceleration and taper lengths. • Abberly Landing also has a requirement to construct a right turn lane per their approved TIA: o Construct a southbound right turn lane on US 17 (Market Street) at Alexander Road with 100 feet of storage, with appropriate full-width deceleration and taper. • The right turn lane should be shown extending to Alexander Drive for information and design purposes: o The section extending from site access 1 to the intersection can be called out on the plans as “improvements by others”. • Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. o Figure 8-10 Recommended Treatment for Turn Lanes (Included). • Pavement Schedule for roadway improvements: o 4.5” B25.0C, 4.0” I19.0C, and 3.0” S9.5C (two layers). 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 • Internal Stem Protection: o Label the internal protection stem length for the proposed driveway connection (100’ per the approved TIA).  Measured from the right-of-way line. SR 1345 (Alexander Road) at Site Access 2: • Internal Stem Protection: o Label the internal protection stem length for the proposed driveway connection (50’ per the approved TIA).  Measured from the right-of-way line. 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. o Select the appropriate type of drainage pipe for the amount of available coverage. Drainage/Stormwater Conveyance: • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. • All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown. o Provide spot elevations along frontage of driveway (at EOP and centerline). o Provide grades and spot elevations for existing and proposed ditches. o Show how drainage will be accommodated along property frontage. • Hydraulic calculations and associated plan sheets will need to be submitted for the site. NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. 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 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. Pavement Markings (general comments): • Show proper callouts for all pavement markings within NCDOT R/W: o Refer to the “Pavement Marking Legend Document” (included). • Add the following Notes: o All pavement markings shall be thermoplastic and installed to the most current NCDOT standards. o All pavement markers shall be snowplowable/raised, permanent markers and installed to the most current NCDOT standards. NCDOT Projects (STIP): • This development is located within an active project (STIP U-4902D). • A hold harmless letter from the contractor (Sealand) will be required prior to the issuance of this permit that would allow work to take place within the active STIP Project. 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 Roadway Design Manual At Grade INTERSECTIONS May 2023 Part I General Design Information | 8-22 Figure 8-10 Recommended Treatment for Turn Lanes Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length. Symbol Description Material Transport Pay Item No.Linear Length Adjustment T1 WHITE EDGELINE (4", 90 MIL)Thermo 4685000000-E 1 T2 WHITE SOLID LANE LINE (4", 90 MIL)Thermo 4685000000-E 1 T3 10 FT. WHITE SKIP (4", 90 MIL)Thermo 4685000000-E .25 T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL)Thermo 4685000000-E .25 T5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 90 MIL)Thermo 4685000000-E .25 T9 WHITE RUMBLE STRIP (4", 240 MIL)Thermo 4687000000-E 1 T10 YELLOW EDGELINE (4", 90 MIL)Thermo 4685000000-E 1 T11 YELLOW SINGLE CENTER (4", 90 MIL)Thermo 4685000000-E 1 T12 10 FT. YELLOW SKIP (4", 90 MIL)Thermo 4685000000-E .25 T13 YELLOW DOUBLE CENTER (4", 90 MIL)Thermo 4685000000-E 2 T14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 90 MIL)Thermo 4685000000-E .25 T20 WHITE EDGELINE (6", 90 MIL)Thermo 4688000000-E 1 T21 WHITE SOLID LANE LINE (6", 90 MIL)Thermo 4688000000-E 1 T22 10 FT. WHITE SKIP (6", 90 MIL)Thermo 4688000000-E .25 T23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 90 MIL)Thermo 4688000000-E .25 T24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 90 MIL)Thermo 4688000000-E .25 T30 YELLOW EDGELINE (6", 90 MIL)Thermo 4688000000-E 1 T31 YELLOW SINGLE CENTER (6", 90 MIL)Thermo 4688000000-E 1 T32 10 FT. YELLOW SKIP (6", 90 MIL)Thermo 4688000000-E .25 T33 YELLOW DOUBLE CENTER (6", 90 MIL)Thermo 4688000000-E 2 T34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 90 MIL)Thermo 4688000000-E .25 T40 WHITE GORELINE (8", 90 MIL)Thermo 4695000000-E 1 T41 WHITE DIAGONAL (8", 90 MIL)Thermo 4695000000-E 1 T42 YELLOW DIAGONAL (8", 90 MIL)Thermo 4695000000-E 1 T43 WHITE SOLID LANE LINE (8", 90 MIL)Thermo 4695000000-E 1 T44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 90 MIL)Thermo 4695000000-E .25 T45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only)Thermo 4695000000-E .5 T46 WHITE CROSSWALK LINE (8", 90 MIL)Thermo 4695000000-E 1 T50 WHITE GORELINE (12", 90 MIL)Thermo 4700000000-E 1 T51 WHITE DIAGONAL (12", 90 MIL)Thermo 4700000000-E 1 T52 YELLOW DIAGONAL (12", 90 MIL)Thermo 4700000000-E 1 T53 WHITE SOLID LANE LINE (12", 90 MIL)Thermo 4700000000-E 1 T54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 90 MIL)Thermo 4700000000-E .25 T55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only)Thermo 4700000000-E .5 T60 WHITE LINE, RR X (16", 90 MIL)Thermo 4891000000-E 1 T61 WHITE STOPBAR (24", 90 MIL)Thermo 4891000000-E 1 T62 WHITE CROSSWALK LINE (24", 90 MIL)Thermo 4891000000-E 1 T70 LEFT TURN ARROW (90 MIL)Thermo 4725000000-E 1 T71 RIGHT TURN ARROW (90 MIL)Thermo 4725000000-E 1 T72 STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T73 COMBO. LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T74 COMBO. RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T75 COMBO. LEFT/RIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T76 COMBO. LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T77 U-TURN ARROW (90 MIL)Thermo 4725000000-E 1 T78 COMBO. LEFT/U-TURN ARROW (90 MIL)Thermo 4725000000-E 1 T79 MERGE ARROW (90 MIL)Thermo 4725000000-E 1 T80 WRONG-WAY RAMP ARROW (90 MIL)Thermo 4725000000-E 1 T81 ELONGATED STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 THERMOPLASTIC 11/20/2019 Page 1 of 10 T90 BICYCLE SYMBOL, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T91 BICYCLE STRAIGHT ARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T92 BICYCLE LEFT ARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T93 BICYCLE CHARACTER, HEATED-IN-PLACE (120 MIL)Thermo 4726100000-E 1 T94 SHARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T95 BICYCLE LOOP DETECTOR, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T100 ALPHANUMERIC CHAR. (90 MIL)Thermo 4720000000-E 1 T101 HANDICAP PARKING (90 MIL)Thermo 4725000000-E 1 T102 12" YIELD LINE TRIANGLE (90 MIL)Thermo 4725000000-E 1 T103 24" YIELD LINE TRIANGLE (90 MIL)Thermo 4725000000-E 1 T104 ROUTE SHIELD 6 FT x 15 FT Thermo 4895000000-N 1 T105 ROUTE SHIELD 8 FT x 20 FT Thermo 4895000000-N 1 T110 FISH-HOOK STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL)Thermo 4725000000-E 1 T117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 11/20/2019 Page 2 of 10 PAVEMENT MARKERS Symbol Description Color Transport Pay Item No. MA PERMANENT RAISED MARKER Yellow & Yellow 4900000000-N MB PERMANENT RAISED MARKER Crystal & Red 4900000000-N MC PERMANENT RAISED MARKER Yellow & Red 4900000000-N MD PERMANENT RAISED MARKER Yellow 4900000000-N ME SNOWPLOWABLE MARKER Yellow & Yellow 4905000000-N MF SNOWPLOWABLE MARKER Crystal & Red 4905000000-N MG SNOWPLOWABLE MARKER Yellow & Red 4905000000-N ML PERMANENT RAISED MARKER Crystal & Crystal 4900000000-N MO SNOWPLOWABLE MARKER Crystal & Crystal 4905000000-N 11/20/2019 Page 10 of 10 C0.0 CO V E R S H E E T 332 P. BARBEAU P. BARBEAU VICINITY MAP NTS CIVIL ENGINEER: TIMMONS GROUP5410 TRINITY ROAD SUITE 102 RALEIGH, NC 27607 PROJECT MANAGER:PATRICK BARBEAU, PE PATRICK.BARBEAU@TIMMONS.COM PH: (919) 866-4512 WILMINGTON, NORTH CAROLINA 28411 NEW HANOVER COUNTY DEVELOPER: BRIAN W. DOWNSENTITLEMENT MANAGER 243 SHEETZ WAY CLAYSBURG, PA 16625 PH: (919) 264-8593 BDOWNS@SHEETZ.COM GOLDEN VENTURES I, LLC SAMUEL B POTTER 330 MILITARY CUTOFF RD, SUITE A-2WILMINGTON, NC 28405-8303 OWNER:SURVEYOR: CONVENIENCE ARCHITECTURE AND DESIGN P.C. 243 SHEETZ WAY CLAYSBURG PA 16625 PH: (814) 239-6013 TCOLUMBU@SHEETZ.COM ARCHITECT: SITE DATA TABLE PROJECT: SHEETZ - ALEXANDER ROAD OWNERS:GOLDEN VENTURES I, LLC PROJECT ADDRESS:0 ALEXANDER RD, WILMINGTON, 28411 PID #:R03600-004-002-000, R03600-004-001-000, R03600-004-022-000 DEED:DB: RB 6759 PG: 2892-2908; DB: RB 6753 PG: 1366-1373;DB: RB 6758 PG: 284-288; DB: RB 6759 PG: 2848-2891 EXISTING ZONING: R-15-RESIDENTIAL DISTRICT PROPOSED ZONING:B-2 (BY OTHERS) EXISTING USE: VACANT/RESIDENTIAL PROPOSED USE:CONVENIENCE STORE WITH FUEL SALES AND RESTAURANT WITHSEATING AND DRIVE THRU FLOOD ZONE: NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP#3720315900J (EFFECTIVE 04/03/2006) AND #3720316900K(EFFECTIVE 08/28/2018) TOTAL EXISTING TRACTAREA:TRACT 1: 2.56 AC PROPOSED TRACTAREA:TRACT 1: 2.56 AC DISTURBED AREA: 2.25 ACRES EXISTING BUILT UPONAREA:4,730 SF POST- DEVELOPMENTBUILT UPON AREA:TRACT 1: 81,109 SF (44.0%) - INCLUDES 0.07 AC (3,049 SF) FUTUREIMPERVIOUS TYPE OF BUILDINGCONSTRUCTION:V-B (NON-SPRINKLERED) TYPE OF CANOPYCONSTRUCTION:II-B VEHICLE PARKINGSUMMARY: REQUIRED RESTAURANT: 6 SPACES PER 1000 SQUARE FEET OF GFARESTAURANT INTERIOR = 1,988 SF / 1000 * 6 = 12 SPACES REQUIREDRESTAURANT EXTERIOR = 375 SF / 1000 * 6 = 3 SPACES REQUIREDRETAIL: 2.5 SPACES PER 100 SQUARE FEET OF GFA =4,151 SF / 1000 * 2.5 = 10 SPACES REQUIREDTOTAL: 25 SPACESLOADING SPACES: 1 REQUIRED VEHICLE PARKINGSUMMARY: PROVIDED 44 SPACES ON-SITE, ADA: 2 REQ'D; 2 PROV'D W/ 1 VAN ACCESSIBLE1 LOADING SPACE SHEETZ - ALEXANDER ROAD TIMMONS GROUPMARTIN WEBB, PLS 610 E MOREHEAD STREET SUITE 250 CHARLOTTE, NC PH: (919) 866-4952MARTIN.WEBB@TIMMONS.COM GENERAL NOTEALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITECONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTORAND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVE VISITED THE SITE AND HAVEINCLUDED IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIREDDUE TO EXISTING SITE CONDITIONS. MUNICIPAL CONTACT LIST GAS PIEDMONT NATURAL GAS 1321 SOUTH 10TH STREET, WILMINGTON, NC 28401PHONE: 910-251-2814 JARRED GARRISONJARRED.GARRISON@DUKE-ENERGY.COM NEW HANOVER COUNTY ENGINEERING 230 GOVERNMENT CENTER DRIVE, SUITE 160 WILMINGTON, NC 28403PHONE: 910-798-7117 TIM LOWE, PETLOWE@NHCGOV.COM NEW HANOVER ZONING NEW HANOVER COUNTY ZONING 230 GOVERNMENT CENTER DRIVE, SUITE 110 WILMINGTON, NC 28403 PHONE: 910-798-7450ZACHARY DICKERSON ZDICKERSON@NHCGOV.COM WATER AND SEWER CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403PHONE: 910-332-6673 JEFF THEBERGE, PE BUILDING CODE OFFICIAL NEW HANOVER COUNTY BUILDING INSPECTIONS 230 GOVERNMENT CENTER DRIVE, SUITE 170 WILMINGTON, NC 28403PHONE: 910-798-7308 ELECTRIC DUKE ENERGY5700 HOLLY SHELTER ROAD CASTLE HAYNE, NC 28429 PHONE: 910-386-3232AMY NEELEY AMY.NEELEY@DUKE-ENERGY.COM TELEPHONE/CABLESPECTRUM 2321 SCIENTIFIC PARK DRIVE WILMINGTON, NC 28405PHONE: 980-508-0794 ZACHARY WAHLZACHARY.WAHL@CHARTER.NET DEPARTMENT OF PLANNING NEW HANOVER COUNTY PLANNING 230 GOVERNMENT CENTER DRIVE, SUITE 110 WILMINGTON, NC 28403 PHONE: 910-798-7450ZACHARY DICKERSON ZDICKERSON@NHCGOV.COM NCDOT 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 PHONE: 910-398-9100BEN HUGHES, PE BTHUGHES@NCDOT.GOV NA D 8 3 SITE ALE X A N D E R R D ALL CONSTRUCTION TO BE IN ACCORDANCE WITHALL NEW HANOVER COUNTY, NCDEQ, AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N The s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S:\3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 6 - 3 3 2 - A l e x a n d e r R o a d \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 6 - C V R . d w g | P l o t t e d o n 1 1 / 1 7 / 2 0 2 5 1 1 : 3 0 A M | PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 11/17/2025 SH E E T Z - A L E X A N D E R R D WIL M I N G T O N - N E W H A N O V E R C O U N T Y - N O R T H C A R O L I N A 64250.006 ALE X A N D E R R D MARK E T S T Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C0.1 SURVEY C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 PHASE 2 - SITE PLAN C2.1 PHASE 2 - PAVEMENT PLAN C2.2 PHASE 2 - FIRE ACCESS PLAN C2.3 PHASE 2 - FOOD DELIVERY TRUCK PATHEXHIBIT C2.4 PHASE 2 - FUEL DELIVERY TRUCK PATHEXHIBIT C3.0 PHASE 2 - GRADING AND DRAINAGE PLAN C4.0 PHASE 2 - EROSION CONTROL PLAN - PHASE I C4.1 PHASE 2 - EROSION CONTROL PLAN - PHASE II C4.2 PHASE 2 - NPDES PLAN C4.3 PHASE 2 - NPDES DETAILS C5.0 PHASES 2 - UTILITY PLAN C6.0 PHASE 2 - LANDSCAPE PLAN C6.1 PHASE 2 - LANDSCAPE NOTES C7.0 PHASE 2- NOTES AND DETAILS C7.1 PHASE 2 - NOTES AND DETAILS C7.2 PHASE 2 - NOTES AND DETAILS C7.3 PHASE 2 - NOTES AND DETAILS C7.4 PHASE 2 - NOTES AND DETAILS C7.5 PHASE 2 - NOTES AND DETAILS C7.6 PHASE 2 - NOTES AND DETAILS C7.7 PHASE 2 - NOTES AND DETAILS A200 PHASE 2 - EXTERIOR ELEVATIONS A201 PHASE 2 - EXTERIOR ELEVATIONS DT-1 PHASE 2 - DRIVE THRU SIGN DETAILS DT-2 PHASE 2 - DRIVE THRU SIGN DETAILS UCATV UC A T V WW W WWWWWWWW GGGGGGG G GGGGOHPOHPOHPOHPOHP OH U OH U OH U OH P OH P OH P OH P OHP OHP OH P OHP OHP OHP OH U OH U O H U ZS01 ZS02 ZS03 ZS05 ZS06 ZS13 ZS18 ZS20 ZS21 ZS24 ZS25 ZS29 ZS30ZS31 ZS19 ZS32 ZS36 ZS56 ZS57 ZS62 ZS37 ZS51 ZS52 ZS49 ZS50 ZS55 ZS64ZS65 WW W GGGGGGG S13S13 ZS02S02 ZS57ZS57 ZS37ZS37 NEW SHEETZ STORE 6,139 SFFFE: 39.00' STANDARDUST FIELD 25 ' B U I L D I N G S E T B A C K 12 . 5 ' S T R E E T Y A R D 25' STREET YARD 17.5' TYPE A B U F F E R 50' PARKING SETBACK 100' BUILDING SETBACK 35' BUILDING SETBACK 25 ' B U I L D I N G SE T B A C K NO PARKING OVER-DIG LINE EV EV EV EV EV 20' PRIVATEUTILITY EASEMENT 14' 5' 24' R10' R3' 10' 20' 32' 10' 20' 21.83' R3' 32' R25' R25' 32' 10' 20' R10' R3' R25' 14'2' 10' 8' 20' R3' R15' R3' 20' R10' R3' 14' R25' R15.7' 28.6'65' 12.67' 20' R3'R15' R3'10' 8' R3' 10' 12.16' 58.22' 36' R25' R40'R40' ZS18 ZS18 ZS18 ZS24 ZS24 ZS25 ZS25 ZS25 ZS25 ZS25 ZS25 ZS28 ZS32 ZS51 ZS52 ZS54 ZS54 ZS54 ZS55 ZS61 ZS63 PROPOSED PROPERTY LINE 70' PUBLIC DRAINAGE EASEMENT(BY OTHERS) DRIVE BY OTHERS(HATCHED) DRIVE BY OTHERS(HATCHED) DRIVE BY OTHERS(HATCHED) 32' 24' 32' ZS36 R25'16.7' R5' R25' ZS12 ZS12 92.7' 42.3' R15' R39' ZS66 ZS67 SHEETZ SITE PLAN KEYNOTES NUMBER DESCRIPTION ZS01 C-STORE BUILDING; REFER TO ARCHITECTURAL AND MEP PLANS. ZS02 TRASH ENCLOSURE AND BOLLARDS; REFER TO SHEETZ TRASHENCLOSURE DETAIL. ZS03 GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS. ZS05 UNDERGROUND STORAGE TANKS AND PAD; REFER TO UNDERGROUNDSTORAGE TANK SYSTEM PLANS. ZS06 UNDERGROUND STORAGE TANKS VENT STACK; REFER TO SHEETZ DETAIL35 UNDERGROUND STORAGE TANK SYSTEM PLANS BY OTHERS. ZS12 ELECTRIC VEHICLE CAPABLE PARKING SPACE (TYP.) NOCHARGER PROVIDED. REFER TO ARCH PLANS FOR CONDUITROUTING. ZS13 MONUMENT SIGN. VERIFY EXACT LOCATION AND LOCATION BEFOREROUGH-IN. PERMITTED BY OTHERS. ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OF ARCHITECTURAL PLANS. ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TOARCHITECTURAL PLANS. ZS20 PROPANE LOCKERS, BOLLARDS, AND CONCRETE PAD; REFER TO SHEETZDETAIL 18 OR 19 AND ARCHITECTURAL PLANS. ZS21 OUTDOOR SEATING AREA AND TABLES; REFER TO REFER TOARCHITECTURAL PLANS. OUTDOOR SEATING MUST NOT PROHIBIT ADAACCESS. ZS24 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB; REFER TOARCHITECTURAL PLANS. ZS25 24" CURB & GUTTER; REFER TO SHEETZ DETAIL 15. ZS28 STOREFRONT BUMPER POST, REFER TO SHEETZ DETAIL 01 (TYP.). PLACEACCORDING TO SHEETZ DETAIL 07 AND/OR 08. ZS29 6" OR 8" BOLLARD(S); REFER TO SHEETZ DETAIL 17 AND UNDERGROUNDSTORAGE TANK SYSTEM PLANS FOR SIZE, LOCATION, AND COUNT (TYP.). ZS30 FLAGPOLE AND FLAGPOLE FOUNDATION; REFER TO SHEETZ DETAILS 11AND 12. ZS31 FLAGPOLE LIGHT AND LIGHT FOUNDATION; REFER TO SHEETZ DETAILS 13AND 14. ZS32 AIR MACHINE PAD AND BUMPER POSTS; REFER TO SHEETZ DETAIL 05. ZS36 EMERGENCY SHUT-OFF SWITCH, REFER TO ELECTRICAL, UNDERGROUNDSTORAGE TANK SYSTEM PLANS, AND SHEETZ DETAIL 29. ZS37 ELECTRIC TRANSFORMER PAD; GC TO COORDINATE LOCATION WITHLOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE PROPOSEDTRANSFORMER PAD LOCATION. ZS38 24" DIA. LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN); REFER TOSHEETZ DETAIL 33 AND LIGHTING PLANS BY OTHERS. ZS49 ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL CODES) R7-8A(MUTCD). ZS50 VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCALREQUIREMENTS) R7-8A (MUTCD). ZS51 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA AND LOCAL CODES. ZS52 ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING. PER ADA ANDLOCAL CODES. ZS54 PAINTED 4" WIDE PARKING STRIPES (TYP.). ZS55 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCAL CODES. ZS56 PAINTED UNDERGROUND STORAGE TANK PAVEMENT MARKING. ZS57 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR. ZS61 DRIVE-THRU CANTILEVERED CLEARANCE BAR; REFER TO BAR DETAILS ONDT-1 AND DT-2. ZS62 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILS ON DT-2. ZS63 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAIL ON DT-2. ZS64 DRIVE-THRU CURB AND PAD; REFER TO SHEETZ DETAIL 10. ZS65 DRIVE-THRU "PICK UP" PARKING SPACE; REFER TO PAINTING DETAIL ONDT-1. ZS66 24" CONCRETE FLUME ZS67 4" WHITE GORELINE C2.0 PH A S E 2 - S I T E P L A N 332 P. BARBEAU P. BARBEAU NAD 8 3 0 SCALE 1"=20' 40'20' ALL CONSTRUCTION TO BE IN ACCORDANCE WITHALL NEW HANOVER COUNTY, NCDEQ, AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N The s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S:\3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 6 - 3 3 2 - A l e x a n d e r R o a d \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 6 - S I T E . d w g | P l o t t e d o n 1 1 / 1 7 / 2 0 2 5 1 1 : 3 1 A M | PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 11/17/2025 SH E E T Z - A L E X A N D E R R D WIL M I N G T O N - N E W H A N O V E R C O U N T Y - N O R T H C A R O L I N A 64250.006 42.26' SITE LAYOUT NOTES 1. CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THE EXACT LOCATIONOF UTILITY ENTRANCES, BUILDING DIMENSIONS, ROOF LEADERS, EXIT DOORS, EXIT RAMPS ANDPORCHES.2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, OR EDGE OF SIDEWALK UNLESS NOTEDOTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFICSIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON THE CONSTRUCTION PLANS.4. ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH STRIPES 4" WIDE, AT 45° AND 2 FEET O.C.5. ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.6. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SHEETZ MAIN FREESTANDING SIGNWITH THE SHEETZ CONSTRUCTION MANAGER.7. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHERPERTINENT INFORMATION.8. ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION. CONTRACTOR SHALL NOTIFY SHEETZ REPRESENTATIVE AND DESIGN ENGINEEROF ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS. CONTRACTOR ISRESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE.9. SEE DETAILS SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.10. CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSED CONSTRUCTION MEETEXISTING PAVEMENT AND CONCRETE. UCATV UC A T V UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFOUFO UF O UF O WW W WWWWWWWW GGGGGGGG G GGGG UFOUFOUFO UFOUFOOHPOHPOHPOHP OHP OH U OH U OH U OH P OH P OH P OH P OHP OHP OH P OHP OHP OHP OH U OH U O H U UC A T V SAN SAN SA N SA N SA N SA N SA N W SA N SAN SAN SAN W RD RD 2''W 2''W2''W2''W2''W G G G G G G G G G G G G RD RD RDRD RD RD RD RDRD RD RD RD RD RD RD RD RD RD RD NEW SHEETZ STORE 6,139 SFFFE: 39.00' NO PARKING EV EV EV EV EV RD RD QL (1) QL (1) QL (2) LI (3) YH (14)YH (5) YH (3) YH (9) LI (1) NS (2) LI (1) LI (3) QP (1) PLANT SCHEDULE SYMBOL TREE QTY.BOTANICAL NAME COMMON NAME MIN.INSTALLATIONSIZEDECIDUOUSSHADE TREE PROV'D NS 2 NYSSA SYLVATICA BLACKGUM 2" CAL. (MIN.) QL 4 QUERCUS LAURIFOLIA LAUREL OAK 2" CAL. (MIN.) LI 8 LAGERSTROEMIA INDICA CRAPEMYRTLE 2" CAL. (MIN.) QP 1 QUERCUS PHELLOS WILLOW OAK 2" CAL. (MIN.) SHRUBS RC 10 ABELIA X GRANDIFLORA'ROSE CREEK'ABELIA ROSECREEK 18" MIN. HT. YH 34 ILEX VOMITORIA'SCHILLINGS'DWARF YAUPONHOLLY 18" MIN. HT. GROUND COVER SOD TIFTUF BERMUDA HYDRO SEED PRINCESS 77 BERMUDA SEED 3" THICK DOUBLE SHRED HARDWOOD MULCH DYED BROWN OR BLACK WITHDeWITT 15 YEAR BARRIER WOVEN POLYPROPYLENE OR APPROVED EQUAL C6.0 PH A S E 2 - L A N D S C A P E P L A N 332 P. BARBEAU P. BARBEAU NAD 8 3 0 SCALE 1"=20' 40'20' ALL CONSTRUCTION TO BE IN ACCORDANCE WITHALL NEW HANOVER COUNTY, NCDEQ, AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N The s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S:\3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 6 - 3 3 2 - A l e x a n d e r R o a d \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 6 - P L N T . d w g | P l o t t e d o n 1 1 / 1 7 / 2 0 2 5 1 1 : 3 3 A M | PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 11/17/2025 SH E E T Z - A L E X A N D E R R D WIL M I N G T O N - N E W H A N O V E R C O U N T Y - N O R T H C A R O L I N A 64250.006 REFER TO SHEET C6.1 FOR LANDSCAPE NOTES AND REQUIREMENTS. STREETSCAPE PLANTINGS BYOVERALL DEVELOPER. REFER TORIVERVIEW ENGINEERING PLANS. STREETSCAPE PLANTINGS BYOVERALL DEVELOPER. REFER TORIVERVIEW ENGINEERING PLANS. MEMORANDUM To: New Hanover County Technical Review Committee Date: November 24, 2025 Subject: Sheetz – Alexander Rd NCDOT Projects: • U-4902D – Market Street: Middle Sound Loop Road to Mendenhall Drive / Marsh Oaks Drive. Construct access management improvements. Is in direct proximity of this site’s location. WMPO 2050 MTP Projects: • U-4902D: Is also in the 2050 WMPO MTP. New Hanover County Projects: • N/A TIA: A TIA for Sheetz Alexander Rd was approved by the WMPO on February 12, 2025. All improvements outlined in the approved TIA are 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. The TIA approval with conditions letter will be attached to these comments. February 12, 2025 REVISED June 4, 2025 REVISED June 23, 2025 Colin Kinton, PE McAdams 80 Charlotte Street, Suite 40 Asheville, NC 28801 RE: Revised Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed Alexander Road Retail Development in New Hanover County, North Carolina Dear Mr. Kinton: The WMPO has coordinated the review of the Alexander Road Retail Development TIA (sealed December 24, 2024), by NCDOT and New Hanover County staff. Based on the information provided and conversations held to date, it is our understanding that the proposed development will be built in 2027 and consist of following land uses and intensities: Build Year 2027:  ITE Land Use Code 215 Single-family (Attached) – 14 DU 12 DU  ITE Land Use Code 937 Coffee Shop with Drive Through Window – 1,850 SF 3,250 SF  ITE Land Use Code 945 Convenience Store/Gas Station (5.5-10 KSF) – 12 VFP Based upon the review of the analysis provided, the following improvements are required of this development: US 17 BUS (Market Street) at SR 1345 (Alexander Road) (existing unsignalized intersection; future signalized leftover)  No improvements are required. US 17 (Market Street) at Site Access 1 (proposed unsignalized right-in/right-out intersection)  Construct Site Access 1 (eastbound approach) as a right-in/right-out intersection with one ingress lane and one egress lane.  Provide stop control for the eastbound approach.  Provide an internal protected stem of 100 feet, as measured from the right-of-way line. Revised Approval with conditions of Alexander Road Retail Development (New Hanover County) Page 2 of 3  Construct a southbound right turn lane on Market Street with 125 feet of full width storage and appropriate deceleration and taper lengths. SR 1345 (Alexander Road) at Site Access 2 (proposed unsignalized full movement intersection)  Construct Site Access 2 (southbound approach) with one ingress lane and one egress lane.  Provide stop control for the southbound approach.  Provide an internal protected stem of 50 feet, as measured from the right-of-way line.  Construct a westbound right deceleration lane on Alexander Road with 50 feet of full width storage and appropriate taper length. SR 1345 (Alexander Road) at Site Access 3 (proposed unsignalized full movement intersection)  Construct Site Access 3 (westbound approach) with one ingress lane and one egress lane.  Provide stop control for the westbound approach.  Provide an internal protected stem of 50 feet, as measured from the right-of-way line. SR 1345 (Alexander Road) at Site Access 4 (proposed unsignalized full movement intersection)  Construct Site Access 4 (westbound approach) with one ingress lane and one egress lane.  Provide stop control for the westbound approach.  Provide an internal protected stem of 50 feet, as measured from the right-of-way line. If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted to the WMPO for review by NCDOT and New Hanover County, in which instance this approval would become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable NCDOT and New Hanover County technical standards and policies shall apply. Please contact me at (910) 473-5130 with any questions regarding this approval. Sincerely, Caitlin M. Cerza Transportation Planning Engineer Wilmington Urban Area MPO Revised Approval with conditions of Alexander Road Retail Development (New Hanover County) Page 3 of 3 Ec: Ben Hughes, PE, District Engineer, NCDOT Jon Roan, Deputy District Engineer, NCDOT Frank Mike, Assistant District Engineer, NCDOT Michael Bass, Assistant District Engineer, NCDOT Stonewall Mathis, PE, Division Traffic Engineer, NCDOT Madi Lee, PE, Development Review Engineer, NCDOT Bryce Cox, Senior Assistant Traffic Engineer, NCDOT Robert Farrell, Development Review Supervisor, New Hanover County Abby Lorenzo, MPA, Deputy Director, WMPO