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HomeMy WebLinkAbout3-5-25 TRC Agenda Packet1 TECHNICAL REVIEW COMMITTEE AGENDA March 5th, 2025 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, March 5, 2025 at 2:00 p.m. to discuss the below items. PLEASE NOTE: This meeting will be conducted remotely via teleconference. Interested parties can contact the Planning and Land Use Department at 910-798-7165 for more information. Item 1: 7241 Market St – Ogden Wawa – SITECN-25-000061 Request by Jeff Lewin with Wilmington WW, LLC for a new 6,372 sq ft Wawa at the West Bay Commercial site. The current address is 7241 Market St, 3.54 acres zoned B-2. The engineer is Alex Rodriguez with Kimley-Horn (alexm.rodriguez@kimley-horn.com). The case planner is Ryan Beil, (rbeil@nhcgov.com, 910-798-7444). Item 2: Sketch Plan- Grissom Road Townhomes: Grissom Road Townhomes, request by Grady Gordon with McAdams Homes and Zachry Nichols with Nichols Engineering for a 16-unit townhome development at 1035 Grissom Rd, 6.15 acres zoned R-15. Item 3: Sketch Plan- Sheetz – US 421 Request by Jeff Yokley for a sketch plan review of a Sheetz at 3521 US Hwy 421 N, 12.95 acres zoned I-2. *Note: You don’t need to send over written comments for the sketch plans, just be ready to talk about it at the meeting. Ogden WAWA – 7241 Market St – TRC Review Page | 1 To: Alex Rodriguez, Kimley-Horn and Associates From: Ryan Beil, Development Review Planner Date: March 5th, 2025 TRC PID#: R04400-001-006-000 Egov# SITECN-25-000061 Subject: 7241 Market St.– Ogden WAWA - TRC Review The following comments have been received for the March 5th, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised site plan addressing each of the below items must be resubmitted prior to receiving site plan approval. Planning, Ryan Beil 910-798-7444 1. General Comments a. Zoning is B2, Convenience Store with Fuel Stations use allowed by-right. 2. UDO Section 5.1, Parking and Loading a. Parking calculations look good, see note below about EV parking b. All developments providing more than 25 spaces require EV capable parking spaces calculated at 20% of parking provided, capped at 15 EV capable spaces c. You are not required to install charging stations, just conduit. d. Please denote on site plan where conduit will be run. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. A tree removal permit (TR-22-000057) has already been issued for this property. 5. UDO Section 5.4, Landscaping and Buffering a. Parking lot landscaping looks good Ogden WAWA – 7241 Market St – TRC Review Page | 2 b. Street yard landscaping i. Please indicate which is the primary road frontage (when a site fronts a major arterial road, this is considered the primary frontage- in this case, Market St- it would be helpful if this is noted in the table) ii. Secondary street yard provided along the Northeastern side, but is also required along this frontage: c. Please note that building sides with drive-thrus do not require foundation plantings, it looks like building face D is a drive-thru, please confirm 6. UDO Section 5.5, Lighting a. Lighting plan is approved 7. UDO Section 5.6, Signs a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the UDO for standards. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource map, there is Pocosin noted on this property along with Class IV soils. However, staff’s communication with the Army Corp indicates that the wetlands on this site have been filled in. 9. UDO Article 9, Flood Damage Prevention a. None of this site is in the flood plain Ogden WAWA – 7241 Market St – TRC Review Page | 3 NHC Fire Services, David Stone 910-798-7458 1. Fire Services agrees with the DOT plan for the roundabout. “An additional leg should be incorporated into the roundabout, extending the stub road to the property line to support future interconnectivity.” This stub should allow for access from the back side (NW) of the fire station. The current design for access to the fire station does not meet our access requirements and does not allow for an alternate departure route for fire apparatus if unable to leave from the front apron onto Market Street. 2. All other comments will come with plan review. NHC Soil & Water Conservation, Dru Harrison 910-798-7135 1. Comments are attached NHC Engineering, Galen Jamison 910-798-7072 1. A request for additional information has been provided to the applicant for County stormwater permit and land disturbing permit. The stormwater and land disturbing review fees must be paid prior to permit issuance. 2. Please contact the State for their stormwater permit requirements. An offsite permit and a minor modification to the existing state stormwater permit is anticipated. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site Plan reflects connection to public water and sewer. Proposed infrastructure does not violate setbacks to any surrounding properties potable water wells or septic systems. Any food service facilities within the structure must submit food service plans to NC Environmental Health Plan Review Unit. Approval must be granted prior to building permit issuance. NHC Addressing, McCabe Watson 910-798-7068 1. Please contact me for address assignment following TRC approval. Ogden WAWA – 7241 Market St – TRC Review Page | 4 Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review will be required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer (private sewer extension) available via a mainline extension. 4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 1. Comments are attached WMPO, Greer Templer 910-341-0107 1. Comments are attached Army Corps of Engineers, Brad Shaver 910-251-4611 1. The wetland you have record on was determined to be non-jurisdictional a few years ago and it has since been filled. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn NCDEMLR, Dan Sams DCM, Tanya Pietila United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for New Hanover County, North Carolina Natural Resources Conservation Service Map Unit Legend (7241 Market St) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI DO Dorovan soils 3.0 77.3% Kr Kureb sand, 1 to 8 percent slopes 0.4 11.2% Le Leon sand 0.1 2.4% Se Seagate fine sand 0.4 9.1% Totals for Area of Interest 3.9 100.0% Custom Soil Resource Report Soil Map (7241 Market St) 37 9 63 0 0 37 9 63 3 0 37 9 63 6 0 37 9 63 9 0 37 9 64 2 0 37 9 64 5 0 37 9 64 8 0 37 9 63 0 0 37 9 63 3 0 37 9 63 6 0 37 9 63 9 0 37 9 64 2 0 37 9 64 5 0 37 9 64 8 0 240 550 240 580 240 610 240 640 240 670 240 700 240 730 240 760 240 790 240 820 240 850 240 550 240 580 240 610 240 640 240 670 240 700 240 730 240 760 240 790 240 820 34° 16' 38'' N 77 ° 49 ' 5 ' ' W 34° 16' 38'' N 77 ° 48 ' 53 ' ' W 34° 16' 31'' N 77 ° 49 ' 5 ' ' W 34° 16' 31'' N 77 ° 48 ' 53 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300Feet0204080 120MetersMap Scale: 1:1,400 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. TO: New Hanover County Planning Department, New Hanover SWCD, February 10, 2025 FROM: Dru Harrison, NHSWCD RE: I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Dorovan Soils (DO), Kureb sand (Kr), Leon sand (Le), and Seagate fine sand (Se). According to the booklet, , “Wilmington/New Hanover Classification of soils for Septic Tank Suitability, Kureb is a Class I soil, Seagate is a Class II soil, Leon is a Class III soil, and Dorovan is a Class IV soil. The Soil Survey of New Hanover County lists Kureb as excessively well drained, Leon as poorly drained, Seagate as somewhat poorly drained, and Dorovan as very poorly drained. Dorovan and Leon are on the New Hanover County Hydric Soils “A” list which means they are possibly wetland areas and subject to regulation under the Clean Water Act. Kureb and Seagate are on the Hydric Soils “B” list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all of the soils on this site. The limitations are due to flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing. The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: February 18, 2025 Subject: WAWA #6135 – 7241 Market Street ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx Median Island Modifications (Breaks/Crossovers): • Any proposed median modifications will need to be reviewed and approved by the NCDOT State Traffic Engineer. • This will need to be approved prior to reviewing the proposed connection to Market Street. This development is located within STIP U-4902D. With that in mind, no construction activities will be allowed within the NCDOT right of way until STIP U-4902D has been completed. NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Required Roadway Improvements: The following roadway improvements are required per the approved TIA (based on scenario 2): Site Access 1: • Construct a southbound right turn lane on US 17 (Market St) with 125 feet of storage, and appropriate full-width deceleration and taper. • Construct Site Access 1 (eastbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line, and with one ingress and one egress lane, configured as a right-in, right-out intersection. • Provide stop controls for the eastbound approach. Site Access 2: • Install a traffic signal with the necessary communication equipment for coordination to the existing signal system. • Construct a northbound left turn lane on US 17 (Market St) with 200 feet of storage, and appropriate full-width deceleration and taper. • Construct a southbound right turn lane on US 17 (Market St) with 250 feet of storage, and appropriate full-width deceleration and taper. • Construct Site Access 2 (eastbound approach) with the following: o Two ingress lanes to allow for a pocket left turn lane with 100 feet of storage. o Three egress lanes striped as dual left turn lanes and an exclusive right turn lane each with 200 feet of storage. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. Site Plan Comments: Refer to the revised TIA approval letter dated May 30, 2024, for required roadway improvements and design requirement for site access one and two. Fire Station Access Modification: • The access on Market Street should be closed due to its proximity to the proposed traffic signal. • An additional leg should be incorporated into the roundabout, extending the stub road to the property line to support future interconnectivity. • The new fire station access should be provided via the new stub road. o A sketch has been provided for reference. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Refer to the NCDOT Subdivision Manual for design requirements on the proposed island. • Figure 9 Recommended Road Connection with Interior Island (Included). 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. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION 47 ((SEE PAAGE 25) ^ ^ ^ ^ ^ ^ ^ Market Street U.S. Highway 17 M PROPOSED RIGHTIN / RIGHT OUT 0 200 SOUTH TRYON ST, SUITE 200, CHARLOTTE, NC 28202 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.PHONE: 704-333-5131 WWW.KIMLEY-HORN.COM THIS PLAN IS CONCEPTUAL IN NATURE AND HAS BEEN PRODUCED WITHOUT THE BENEFITOF A SURVEY, CODE RESEARCH, OR CONTACT WITH THE CITY, COUNTY, ETC. NORTH CAROLINA LICENSE No F-0102©2024 KIMLEY-HORN AND ASSOCIATES, INC. 15'30' 60' 90' ALTERNATIVE FIRE ACCESS EXHIBIT SHEET 1 of 1 Contact: N O R T H 02/10/2025 WAWA SITE DATA TABLE COMMERCIAL 1.94 - ACRES LAND USE TOTAL SITE AREA DEVELOPMENT DATA: R04400-001-006-000TAX PARCEL ID ZONING DATA: CURRENT: B-2ZONING DISTRICT:PROPOSED: B-2 37200439001FEMA FLOOD PANEL PAGES CREEKWATERSHED: MAX. HEIGHT: GREATER OF 3 STORIES OR 50' BUILDING SETBACK:FRONT YARD 25' PARKING PARKING PROVIDED: 41STANDARD PARKING: 39 2ADA PARKING / VAN:PARKING REQUIRED: 16 (2.5 PER 1,000 SF) STANDARD PARKING: 141ADA PARKING / VAN: LANDSCAPE BUFFERS:FRONT YARD 12.5'SIDE YARD 10' PROPOSED PROPERTY LEGEND BSL A/E A/E Ex-ROW PROPOSED BUILDING SETBACK PROPOSED ACCESS EASEMENT PROPOSED LANDSCAPE BUFFER EXISTING RIGHT-OF-WAY LSB UTILITY EASEMENTUE BSL BSL BSL BSL BSL LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSBLSBLSBLSBLSB LS B LS B LS B LS B LSB M UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUE UE UE UE UE UE UE S CO CO COCO CO CO LSB LSB LSBB LSB LSB LSBLSBLSBLSBLSLSLSBUEUEUEUUEUE UEUEUEUEUEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEUEUEUEUEUEU UE CO COCO COCOCOCO COCO CO ^ ^ ^ ^ ^ ^ ^ Market Street R5' R25' R10'R5' R20' R25' R40' R10' R20' R5' R5' R25' R38' 10' 24' 66' 130' 10' TY P . 2' 5' 20' TYP . 20 ' TY P . 10'TYP. 28' 28'20'TYP. 35' 10'TYP. 28' 28' 10' 8' 6'24' 5' 10' 12 . 5 ' 10' 10'35' 10 ' TYP . 10 ' TY P . 20'TYP. 18'TYP. 28' 12'12'12' 25' 15' 35 ' 5'8' 46' P3 P1 P2 P1 P1 P3 P1 P1 P2 P2 P1 P1 P2 P4 P3 P4 R25' R15' P5 P5 P5 P5 P5 12' 12' 12 ' 12 ' SITE DATA TABLE CONT. 0 AC. (0 SF)2.46 AC. (107,015 SF)EXISTING IMPERVIOUS AREAPROPOSED IMPERVIOUS AREA BUILT-UPON AREA DATA: 2.46 AC. (107,015 SF)ADDITIONAL IMPERVIOUS AREA This document together with the concepts and designs presented herein as an instrument of service is intended only for the specific purpose and clientfor which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates Inc shall be without liability to Kimley-Horn and Associates Inc BY DA T E AS S H O W N RE V I S I O N S No. DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NORT H CAROLIN A A L EXM.RODRIGUEZENGINEER PROFESSIONALSEAL057029 N O R T H 01 / 0 2 / 2 0 2 5 AM R JD H AM R SI T E P L A N C301 1. ALL CURB RADII ARE 3.0' UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW SOLID LINE AT 2'-0" O.C. 45° TO THE DRIVE AISLE. 4. TWO COATS YELLOW TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" PAINT STROKE). 5. PROPOSED CONCRETE PADS TO HAVE 2 FT X 2 FT CHAMFERED CORNERS. 6. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON PAVEMENT STRIPING UNLESS OTHERWISE NOTED.7. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'-0" FROM THE FACE OF CURB AND 2'-0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 8. REFER TO SHEETS C906 - C908 FOR WAWA STANDARD DETAILS. SEE SHEETS C902 - C905 FOR CONSTRUCTION DETAILS. 9. FOR BUILDING AND FUEL CANOPY INFORMATION, SEE ARCHITECTURE PLANS. WAWA ASPHALT PAVEMENT(SEE SHEETC906) STANDARD DUTY CONCRETE PAVEMENT(SEE SHEETC906) HEAVY DUTY CONCRETE PAVEMENT(SEE SHEETC906) CONCRETE SIDEWALK(SEE SHEETC906) HEAVY DUTY ASPHALT PAVEMENT(SEE SHEETC906) 2' CURB & GUTTER MOUNTABLE CURB AND GUTTERW/STAMPED CONCRETE 6" CURB PROPERTY LINE SITE LEGEND SITE NOTES 1. FUEL SALES IN ALL DISTRICTS WHERE ALLOWED SHALL COMPLY WITH THE FOLLOWING STANDARDS: A. THE PREMISES SHALL NOT BE USED FOR THE SALE OF VEHICLES.B. FUEL PUMP CANOPIES SHALL MEET THE SETBACKS OF THE UNDERLYING ZONING DISTRICT, AS MEASUREDFROM THE OUTER EDGE OF ANY SUPPORTIVE STRUCTURE PHYSICALLY CONNECTED TO A FUEL PUMP ANDTHE GROUND ALONG A STRAIGHT LINE TO THE NEAREST POINT OF THE PROPERTY LINE.C. SETBACK DISTANCES FROM STREET RIGHTS-OF-WAY MAY BE REDUCED BY ONE-HALF. FUEL SALE STANDARDS           MEMORANDUM To: New Hanover County Technical Review Committee Date: February 19, 2025 Subject: Ogden Wawa (SITECN-25-000061) NCDOT Projects: •U-4902D: Market Street Access Management Improvements from SR 1403/Middle Sound Loop Road to SR 2734/Mendenhall Drive currently under construction. Project identified as 77% per NCDOT Division 3 February project updates. Project completion is anticipated for August 2025.The site location is in direct proximity to this project. WMPO 2045 MTP Projects: •U-4902D included in the WMPO’s 2045 MTP. New Hanover County Projects: •N/A TIA: A revised TIA for the Lendire Commercial Mixed-Use development inclusive of a convenience store with 16 VFPs at the site identified in the Odgen Wawa application and site plan was approved with conditions by the WMPO on May 30th, 2024. All improvements outlined in the approved TIA for the Lendire Commercial Mixed-Use development are required to be constructed. Please reach out to Abby Lorenzo (Abigail.Lorenzo@wilmingtonnc.gov), the WMPO’s Deputy Director, with any questions related to the TIA. The TIA approval with conditions letter will be attached to these comments. November 14, 2022 REVISED May 30, 2024 Ms. Dionne Brown, PE DAVENPORT 5917 Oleander Drive, Suite 206 Wilmington, NC 28403 RE: REVISED TIA approval with conditions of the Traffic Impact Analysis (sealed April 22, 2024) associated with the proposed Lendire Commercial Mixed-Use development in New Hanover County, NC. Dear Ms. Brown: The WMPO, NCDOT and New Hanover County staffs have reviewed the revised and updated Lendire Commercial Mixed Use development TIA (sealed April 22, 2024). According to the submitted documents, this development proposes the following land uses with a build year of 2026: o ITE Land Use Code 151 – Mini storage 100,000 SF o ITE Land Use Code 310 – Hotel 120 rooms o ITE Land Use Code 710 – General Office 10,000 SF o ITE Land Use Code 822 – Strip Retail (<40ksf) Plaza 40,000 SF o ITE Land Use Code 912 – Bank with Drive-thru 4,090 SF o ITE Land Use Code 932 – High Turnover (Sit-down) Restaurant 13,120 SF o ITE Land Use Code 934 – Fast-Food Restaurant with Drive-Thru 3,390 SF o ITE Land Use Code 945 – Convenience Store with gasoline pumps – 16 VFP Scenario 1 Assumes U-4902 improvements & Wendover RCI with Site Access 2 as Right-In/Right-Out Scenario 2 Assumes U-4902 improvements & Wendover RCI with Site Access 2 as Full Movement Based on the review of the submitted analysis and related documents, the following improvements are required of the development: REVISED TIA approval with conditions of Lendire Commercial Mixed-use development (NHC) Page 2 of 4 US 17 (Market St) at SR 1403 (Middle Sound Loop Rd) / SR 2892 (Lendire Rd) Scenarios 1 & 2 No improvements are required. US 17 (Market St) at SR 1929 (Wendover Ln) (Future Signalized Intersection) Scenario 1 No improvements are required. Scenario 2 • Modify the southbound left turn lane on US 17 (Market St) to provide 350 feet of full-width storage with appropriate taper. US 17 (Market St) at Site Access 1 (Proposed Right-in/Right-out Intersection) Scenario 1 • Construct a southbound right turn lane on US 17 (Market St) with full-width storage extended back to Site Access 2. • Construct Site Access 1 (eastbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line, and with one ingress and one egress lane, configured as a right-in, right-out intersection. • Provide stop controls for the eastbound approach. Scenario 2 • Construct a southbound right turn lane on US 17 (Market St) with 125 feet of storage, and appropriate full-width deceleration and taper. • Construct Site Access 1 (eastbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line, and with one ingress and one egress lane, configured as a right-in, right-out intersection. • Provide stop controls for the eastbound approach. US 17 (Market St) at Site Access 2 Scenario 1 • Construct a southbound right turn lane on US 17 (Market St) with 500 feet of storage, and appropriate full-width deceleration and taper. • Construct Site Access 2 (eastbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line and with one ingress and one egress lane, configured as a right-in, right-out intersection. • Provide stop controls for the eastbound approach. REVISED TIA approval with conditions of Lendire Commercial Mixed-use development (NHC) Page 3 of 4 Scenario 2 • Install a traffic signal with the necessary communication equipment for coordination to the existing signal system. • Construct a northbound left turn lane on US 17 (Market St) with 200 feet of storage, and appropriate full-width deceleration and taper. • Construct a southbound right turn lane on US 17 (Market St) with 250 feet of storage, and appropriate full-width deceleration and taper. • Construct Site Access 2 (eastbound approach) with the following: o Two ingress lanes to allow for a pocket left turn lane with 100 feet of storage. o Three egress lanes striped as dual left turn lanes and an exclusive right turn lane each with 200 feet of storage. SR 2892 (Lendire Rd) at Ogden Business Park Driveway / Site Access 3 Scenario 1 & 2 • Construct an eastbound left turn lane on SR 2892 (Lendire Rd) with 50 feet of storage, and appropriate full-width deceleration and taper. • Construct a westbound right turn taper on SR 2892 (Lendire Rd) of 100 feet. • Construct Site Access 3 (southbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line and with one ingress lane and two egress lanes, striped as an exclusive left turn lane and exclusive right turn lane. • Provide stop controls for the southbound approach. 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 for review by the WMPO, NCDOT and New Hanover County, in which case this approval will become null and void. The applicant is required to obtain all applicable NCDOT permits for access to the road network. All applicable New Hanover County and NCDOT technical standards and policies shall apply. Please contact me at (910) 473 – 5130 with any questions regarding this approval. Sincerely, Scott A. James, PE, PTOE Transportation Planning Engineer Wilmington Metropolitan Planning Organization Attachment – Exhibits of required improvements for Scenario 1 and Scenario 2 Ec: Ben Hughes, PE, District Engineer, NCDOT Jon Roan, Deputy District Engineer, NCDOT Frank W. Mike, Assistant District Engineer, NCDOT Michael Bass, Assistant District Engineer, NCDOT REVISED TIA approval with conditions of Lendire Commercial Mixed-use development (NHC) Page 4 of 4 Nick Drees, Engineering Specialist, NCDOT Stonewall Mathis, PE, Division Traffic Engineer, NCDOT Krupa Koilada, Senior Assistant Traffic Engineer, NCDOT Bryce Cox, Assistant Traffic Engineer, NCDOT Clarence Bunting, PE, Congestion Management Regional Engineer, NCDOT Ken Vafier, Planning Manager, New Hanover County Robert Farrell, Development Review Supervisor, New Hanover County Zach Dickerson, Senior Development Review Planner, New Hanover County Denys Vielkanowitz, PE, City Traffic Engineer, City of Wilmington Chris Walker, Assistant Chief - Fire Marshall, City of Wilmington Bill McDow, Associate Planner, WMPO