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Home My WebLink About4-2-25 TRC Agenda Packet1 TECHNICAL REVIEW COMMITTEE AGENDA April 2nd, 2025 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, April 2, 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: Bayshore Townhomes – 8100 Block of Market St – SUBPP-25-0020 Request by Bayshore Townhomes, LLC for a 72-unit residential development. The site is 30.22 acres, located in the 8100 block of Market St and is zoned R-15. The engineer is Allison Engebretson with Paramounte Engineering (aengebretson@paramounte-eng.com). The case planner is Robert Farrell (rfarrell@nhcgov.com, 910-798-7164). Item 2: Masonboro Commons Starbucks – 6404 Carolina Beach Road – SITECN-25-000063 Request by Jeff Turpin with TheJayTees Properties, LLC for a new Starbucks in the Masonboro Commons Shopping Center. The shopping center is 5.93 acres with less than one being disturbed for this project, located at 6404 Carolina Beach Road and zoned B-2. The engineer is Tommy Scheetz, P.E. with Headwaters Engineering of the Cape Fear PLLC (tscheetz@headwaterscapefear.com). The case planner is Katherine May (kmay@nhcgov.com, 910-798-7443). Item 3: GE Aerospace North Gate – 3905 Castle Hayne Rd – SITECN-25-000062 Request by Lars Helgeson with GE Aviation LLC for the redevelopment of the north gate on the GE campus. The site being redeveloped is 1.29 acres, located at 3905 Castle Hayne Road and is zoned I-2. The engineer is Ryan Spiker with WSP USA, Inc. (ryan.spiker@wsp.com). The case planner is Ryan Beil (rbeil@nhcgov.com, 910-798-7444). Item 4: ASMW Quadruplexes – 7578 Carolina Beach Road – SUBPP-25-0019 Request by Adam Louis Sisk with ASMW Properties, LLC for a 16-unit residential development. The site is 1.5 acres and is located at 7578 Carolina Beach Road, zoned (CZD) RMF-M (rezoning case Z21-10). The engineer is Kyle Herring with Benesch (kherring@benesch.com). The case planner is Amy Doss (adoss@nhcgov.com, 910-798-7571). Bayshore Townhomes – Major Subdivision – TRC Review Page | 1 To: Bayshore Townhomes, LLC, aengbretson@paramounte-eng.com From: Robert Farrell, Development Review Supervisor Date: April 2, 2025 PID#: R03700-004-189-000, R03700-004-128-000, R03700-004-000, R03600-006-082-000, R03600-005-007-000, and R03600-005-006-002 Egov# SUBPP-25-0020 Subject: Bayshore Townhomes - Preliminary Plan TRC Review The following comments have been received for the Month Day, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the items below must be resubmitted for review. TRC approval is granted when all comments are addressed and approved by the review agencies. Planning, Robert Farrell 910-798-7164 1. General Comments a. The project consists of three parcels zoned R-15, Residential. The project also includes two parcels zoned B-2 and a portion of a parcel zoned I-1. The commercial and industrial properties are not proposed for residential development and are not used to calculate total unit count. The commercial and industrial properties are used to provide access to Market Street. b. The project is a performance residential subdivision consisting of row-style single-family homes. The R-15 portion totals 30.31 acres with a 1.30-acre natural pond. No Class IV soils are identified on site. i. 30.31 – 1.30 = 29.01 x 2.5 dwelling units per acre = 72.5 dwelling units. Rounded up, the project is allowed to have a maximum of 73 dwelling units. ii. Project proposes 72 dwelling units. c. Staff recommend including the location of traffic calming devices on the preliminary plans. Installation of traffic calming devices is not required, but including potential Bayshore Townhomes – Major Subdivision – TRC Review Page | 2 locations on the plan ensures the future HOA or owners will have the opportunity to install them without conducting a traffic study. 2. UDO Section 5.1, Parking and Loading a. The project includes 54 two-bedroom units and 18 three-bedroom units. Table 5.1.2.A requires a minimum of 2 parking spaces per dwelling for row-style homes. b. 144 parking spaces are required. Plans show a total of 276 spaces. 218 paved spaces and 58 garages. c. A separate site plan review is required for the amenity area for compliance with parking standards. 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 of a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Table 5.4.3.B.1 requires a Type A: Opaque Buffer adjacent to single-family residential development. The plan indicates the project will retain existing vegetation to meet that requirement. b. Landscaping for the amenity area will be reviewed through a separate TRC review process. 6. UDO Section 5.5, Lighting a. Please note under 5.5.2.A that a lighting plan is not required for single-family residential projects and the county does not require streetlights, however a lighting plan is required for any amenity areas. b. A lighting plan will need to be submitted for the outdoor the athletic fields. 7. UDO Section 5.6, Signs a. If there is going to be a community entrance sign on Market Street, we recommend designating an open space or easement area for the sign on the plans. Bayshore Townhomes – Major Subdivision – TRC Review Page | 3 8. UDO Section 5.7, Conservation Resources a. The conservation resources map indicates a natural pond in the easternmost corner of the project. The pond is below the size required to trigger additional requirements in Section 5.7. 9. UDO Section 5.8, Open Space Requirements a. A minimum of 20% open space is required for performance residential development. b. Minimum open space requirement for the site is 6.04 acres. Plans state site will provide 6.04 acres of open space and the plan appears to show over 6.04 acres. c. What appears to be additional open space beyond the minimum required is proposed as athletic fields including a potential baseball field and soccer field. Documentation will need to be provided showing how the open space and fields will be used. Those areas cannot be used as an Outdoor Recreational Facility without obtaining a Special Use Permit in the R-15 district. d. Outdoor Recreation Establishment is defined as “uses that provide commercial recreation of amusement outdoors (except adult entertainment), including but not limited to: Drive- in movie theater, amusement park or theme park, fairgrounds, miniature golf establishments, golf driving ranges, water slides, and batting cages. 10. UDO Article 6, Subdivision Design and Improvements. a. All block lengths are below 1,000 feet long. b. Section 6.2.2.A.7.e Access to Adjacent Properties and 6.2.2.A.7.g.2 Street Connectivity Standards requires a paved road stub to Brays Drive to meet required connectivity standards. The access may be gated. Any gates must comply with Emergency Management and Fire Code requirements for access. c. Section 6.2.2.A.7.g requires a minimum link / node ratio of 1.40. The plan appears to show a link / node ratio of 18 links and 13 nodes which results in a link / node ratio of 1.38. The link / node ratio will need to be increased to meet ordinance requirements. d. Please clarify the location of the mailbox kiosk(s) for the project. Will they be located at the amenity center? e. Sidewalks are required on one side of the street in the R-15 district. Plans show proposed sidewalks meeting that requirement in the areas near the residential units. 11. UDO Article 9, Flood Damage Prevention a. Property is not located in a Special Flood Hazard Area. Bayshore Townhomes – Major Subdivision – TRC Review Page | 4 NHC Fire Services, David Stone 910-798-7458 1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Building Safety. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. 2. Per NCFC 507.1, Provide a fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. 3. 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 (Chapter 5), unless there are fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may increase this width as necessary based on potential for fire apparatus response. Dead end roads greater than 150 feet in length shall require an approved means for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local apparatus). 4. Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). 5. Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated during the Technical Review (TRC). 6. 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) 7. Fire Hydrants a. 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 on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. b. 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 Bayshore Townhomes – Major Subdivision – TRC Review Page | 5 nearest street. All discharges shall meet the NFPA requirements for distance above grade. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing issued by the County is required for this project. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. A County stormwater permit issued by the County is required for this project. Please indicate in plan view the anticipated location and size of the stormwater control measure (SCM). Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. 3. Please contact the State DEQ office for the stormwater permit requirements. 4. The offsite stormwater drainage coming from the north that is conveyed around the site will need to be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction in the offsite drainage conveyance measures that will be maintained by the county will need to be observed during construction by Stormwater Services and a turnover meeting scheduled once the system is ready to be conveyed to the county. Please add a plan note to ensure county construction observation and a turnover meeting occurs. Note, should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure 5. It appears the State required outfall piping from the outlet structure will be an aerial crossing of the swale providing overland relief of the existing pond. 6. Reconfiguration of the storm sewer system for the parking lot serving building 1 is recommended to avoid a change flow path change of greater than 90 degrees. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water and sewer. Proposed infrastructure does not appear to violate any setbacks to surrounding properties well or septic systems. Records reflect Bayshore Townhomes – Major Subdivision – TRC Review Page | 6 an existing well head on the property of 8139 Market St. This well shall be identified, protected and properly abandoned by a Certified Well Driller. NHC Addressing, McCabe Watson 910-798-7068 1. Please contact me with street name proposals prior to TRC approval. 2. Address assignments can begin following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review 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 available via 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. See attached. WMPO, Greer Templer 910-341-0107 1. See attached. Army Corps of Engineers, Brad Shaver 910-251-4611 1. Bayshore townhomes will take Corps authorization. Bayshore Townhomes – Major Subdivision – TRC Review Page | 7 NC Division of Costal Management, Kelsey Beachman 910-796-7270 1. These projects are not located within the CAMA AECs, however, the sites are located within a coastal county per the CAMA, so if an IP is required by the USACE the DCM would review it through a Federal Consistency Determination. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn NCDEMLR, Dan Sams DCM, Tanya Pietila 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: March 20, 2025 Subject: Bayshore Townhomes – 8100 Block Market Street ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway permit has been submitted to NCDOT for review. x Permit # D033-065-XX-XXXXX. An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Required Roadway Improvements: US 17 (Market Street) and Cypress Pond Way (Unsignalized left over): x Install a traffic signal and provide necessary coordination. US 17 (Market Street) and Site Access 1 (Stop-controlled right-in/right-out intersection): x Construct a continuous northbound thru-right turn lane on US 17 (Market Street) from ABC store driveway continuing up to the thru-right lane at the intersection of US 17 (Market Street) and Porters Neck Road. x Construct site access (westbound approach) with one ingress lane and one egress lane, and an internal protected stem of 150 feet, measured from the right-of-way line. x Provide stop control for westbound approach. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. Site Plan Comments: Additional right of way and/or drainage easements may be needed to accommodate the required roadway improvements. x Keep in mind that this could impact the stem length design. Include the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: x Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 x 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.” x 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. Show and label all gates with distances to the right of way line. Label the radii for the driveway proposed driveway/driveways. x A radius encroachment letter will be required if the radius of the proposed driveway crosses the adjoining property line. x Make sure to accommodate the largest proposed vehicle. x Provide auto turn templates for the largest proposed vehicles. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION 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. HAY S L A N E US 17 N O R T H - M A R K E T S T R E E T PO R T E R S N E C K R O A D HAY S L A N E Le Wa Le Ly Ly St Kr Le Le Le LyRmMu Kr Ly Mu Rm Le Ly Kr St Kr LyLy KeRm JO BeDO LaKrLe US 17 N O R T H - M A R K E T S T R E E T PO R T E R S N E C K R O A D MARCH 2025 FOR WILMINGTON, NORTH CAROLINA BAYSHORE TOWNHOMES, LLC 201 NORTH ELM STREET GREENSBORO, NC 27401 NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANYCONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSEDEXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUMAPPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED. CONTACT THESE UTILITIES NEW HANOVER COUNTY MAR. 3, 2025 C-0.0 COVER SHEET APPROVALS: LANDSCAPE ARCHITECT: TRC SUBMITTAL - MAJOR SUBDIVISION PROJECT # 24237.PE APPLICANT: ENGINEER / LAND PLANNER/ SURVEYOR : PREPARED BY: PR E L I M I N A R Y D E I S G N ; N O T R E L E A S E D F O R C O N S T R U C T I O N BAYSHORE TOWNHOMES SHEET NUMBER SHEET TITLE SITE ACCESS SITE PLANC-2.1 VICINITY MAP SCALE: 1" = 1,000' SITE BAYSHORE TOWNHOMES PRELIMINARY PLANC-2.0 SOILS MAP SCALE: 1" = 1,000' SITE EXISTING CONDITIONS SURVEYEX-1 TREE REMOVAL PLANC-2.2 WE T W E T WE T WE T WETWETWETWETWET WET WE T WE T WETWETWE TWET WET WE T WET WET WE T WE T WET LOT 142R03600-006-012-000RICHARD MOBURGELIZABETH MOBURGD.B. 4626, PG. 912M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 143R03600-006-013-000NORA E. BENEVENTIREVOCABLE TRUSTD.B. 5020, PG. 2264M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 144R03600-006-014-000DAVID M. RENQUISTMARY E. RENQUISTD.B. 5020, PG. 2264M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 147R03600-006-017-000PRUDENTIALRELOCATION INC.D.B. 5238, PG. 722M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 148R03600-006-018-000BRADLEY J. ERBESTAMI L. ERBESD.B. 5238, PG. 722M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 149R03600-006-024-000ERNEST W. OLDSDAWN M. OLDSD.B. 6056, PG. 182M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL LOT 150R03600-006-025-000RICHARD MIMMSSUPATRA MIMMSD.B. 6221, PG. 2760M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL LOT 151R03600-006-026-000MADISON M.NEWSOMEBUNJONG P.NEWSOMED.B. 4655, PG. 304M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL R03600-006-082-000ROBERT L. YUNASKAD.B. 4626, PG. 912M.B. 43, PG. 372ZONING: I-1LAND USE:VACANT INDUSTRIAL R03 7 0 0 - 0 0 4 - 2 9 3 - 0 0 0 POR T E R ' S P O I N T E HOM E O W N E R S ASS O C I A T I O N , I N C D.B . 5 7 9 0 , P G . 3 5 M.B . 5 5 , P G . 3 4 0 ZO N I N G : R - 1 5 LAN D U S E : R E S I D E N T I A L CO M M U N I T Y O P E N S P A C E 18' PRIVATE ALLEY R03700-004-293-000PORTER'S POINTEHOMEOWNERSASSOCIATION, INCD.B. 5790, PG. 35M.B. 55, PG. 340ZONING: R-15LAND USE: RESIDENTIALCOMMUNITY OPEN SPACE R03700-004-294-000PORTER'S POINTEHOMEOWNERSASSOCIATION, INCD.B. 5790, PG. 35M.B. 55, PG. 340ZONING: R-15LAND USE:RESIDENTIALAMENITY R03705-006-007-000KATHRYN WOLFE &LARRY STEVENMORGAND.B. 6025, PG. 1493M.B. 46, PG. 25ZONING: R-15LAND USE:RESIDENTIAL R03705-006-012-000 JOANN M. WAINIOD.B. 5694, PG. 1838M.B. 46, PG. 25ZONING: R-15LAND USE:RESIDENTIALLO T 4 8 R0 3 7 0 0 - 0 0 4 - 2 7 9 - 0 0 0 JO R Y A N D E R S O N & AB B Y R I C H O M N D D.B . 6 6 7 5 , P G . 1 3 2 7 M.B . 5 5 , P G . 3 4 0 ZO N I N G : R - 1 5 LA N D U S E : RE S I D E N T I A L R03 7 0 0 - 0 0 4 - 1 9 1 - 0 0 0 PO R T E R S C R O S S I N G HOA I N C D.B . 5 1 9 0 , P G . 1 2 0 4 M.B . 5 1 , P G . 1 5 4 ZON I N G : R - 1 5 LAN D U S E : RE S I D E N T I A L A M E N I T Y R03700-004-301-000DEREK REEVESD.B. 5625, PG. 1573M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-300-000STEVE LINDNERD.B. 6031, PG. 2140M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-299-000EDWARDSOUTHERLANDD.B. 5571, PG. 1535M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-298-000ANNA ROVETTOD.B. 6636, PG. 1714M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-297-000ROCHELLE KREINERD.B. 6406, PG. 1314M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-296-000CAMERON DANIELD.B. 6290, PG. 242M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-295-000RICHARD WILSOND.B. 5545, PG. 2050M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-011-000PORTERS CROSSINGHOA INCD.B. 6102, PG. 2894M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL AMENITY 10LO 19LO 20PN 24PN 24LO 14PN 13PN 12PN 17PN 21PN 18OK 10OK 21PN 20PN8OK6MG 14OK10OK 10OK 18PN 12OK11OK 16PN 15PN 8OK17PN16PN 23PN 20PN18PN 15PN16PN 4CE 10OK 12OK 18OK 24PN 14PN 9OK 18OK 27PN 14PN 18PN 17PN 14PN 10GM13PN 14OK 19PN 15PN 12OK 16GM 17OK 4CM 21PN 10GM 22PN 22PN 13OK 21PN 12OK 18PN 12PN12PN 13PN 19PN 12PN 13PN 4MG 12PN 8OK8MA15OK 10OK 8OK 27SRO 27LO 19OK 20PN 24PN 24LO 35LO 29PN 16PA 23PN 25PN 18PN 18PN 36PN 14PN 17PN 15PN 16PN 14PN 17PN 20PN 22PN 24PN 26GM 15GM15GM15PN 18PN 14PN12PN 20PN 5SY 12PN 11OK 12PN 15PN 13PN 8GM 11OK 10OK 9OK 14PN 18PN 14PN 8MG 18PN 15PN 20PN 18OK 10OK 9OK 6SY 20PN15PN 10OK 30PN 10OK 9PO 20OK 15OK 14OK 30SRO 10OK 8GM 7MG 13OK 8PO11GM 9HI 8OK13OK 24PN 18PO 10HI 11HI 8OK 26PN 18OK 18PN 11GM 19PN 13PN 19PN 12MA19PN20PN20PN23PO 21PN 20PN 20PN10SY 13PN 5,4CM ( C L U S T E R ) 21PN 13PN 13OK11GM 23PN 14PA 6MM 15OK 27PN17OK 36PN23PN 12PN 13OK 12OK12OK 29PO13OK 12PN 12PN 10GM 15OK 10GM 18PN 21PN 20PN12GM5MG 9GM 5MM 18PN 8GM10OK 9OK 8MA 8GM 8GM 10GM 14GM 8MM 8GM 10GM 10GM 11MA 12PN 6PO 20PO 20PO 8OK15PN 8MA 12MA 9MM 17GM 10OK 15PO 20OK 12PN 24LO 6MM 6MM 8MM 6MM 10OK18PN 12OK B SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SHACKLEFOR D D R I V E 52' PUBLIC R/W R03700-004-293-000PORTER'S POINTEHOMEOWNERSASSOCIATION, INCD.B. 5790, PG. 35M.B. 55, PG. 340ZONING: R-15LAND USE: RESIDENTIALCOMMUNITY OPEN SPACE GMMMMMGM1GGGMMM1GGMGMGMGGGMGMGGMGMGGM1G1GGMGMMMMGGM1G1GMMGGMMGGGMGMGMGMGMGMGMGMGMGMMMMMMMMGMGMGMGMGMGMGMMMMMMM1G1GGG1GMMMMMGMGGGGMGMMMMGGGGGMMMMMGGGGGMMMMMGGGGGGGGGGGGGGGGMMMMMMGGGGGMMMMGGGGMMMGGGGGGGGGGGGGMMMMMGMMGGGGMGMGMGMGMGMGMGMMGGGGGGGGGGGGGGGGMMMMMMMMMMMMM1G1GGGG1GGMMMMMM1G1G1GMMMMMMMGMGMGMGMGMGMGMGMGM1G1G1G1G1GGG1G1G1GGG1G1G1G1GG1G1G1G1GMMMMMMMMMMMMMMMMMMGGGGMGGGMGMGMGMGMGMGMGMGGGGGGGGGGGGGGGMMMMMMMMMMMMMMMMMMMMMGGGMGGMGGGGGGGGGGGGGGGGGGGMMMMMMMMMGMGMGGMGMGMGMGMGMGMGMGGMGMGMGGGMGMGGGGGGGMMMMMMMMGGGGGGGGGGGMMMMMMMMMMMMMMMMMMGMGMGMGMGMGMGMGMGMGMGMGMGMMMMMGGGGGGGGGMMMMMMMGMGMGMGMGMGMGMMMGMMMMMMGMGMGMGMMMGMGMGMGMGMGMGMGMGMGMMMMMMMMMGMMGMMMGMMGMMMMMMMMGMGMMMMMMMMMMMMMMMMMMMMMMMGGGMGGGGGGGGMGMGGGGMGGGGMGMGMGMGGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGG1G1G1GGG1G1GGGGG1GGGGG1GGG1G1G1GGGG1G1G1G1G1G1GMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGMGMGMMMGMGMGMGMGMGMMGMMMMGMGMGMGMGMMMMMMMMMMMMMMMMMMMMMMMMMMMMMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMMMMMMMMMMMMMMMMMMGGGGGGGGGGGGGGGGGGGGGMMMMMMMMMMMMMMMMGGMMGMMGGMGGMMGMGMGGMMMMMGMMMGMMGMMGMGM1G1G1G1G1G1G1G1G1G1G1G1G1G1G1G1G1GGGMGMGMGMGMGMGMGMGMGMGMMGMGMGMGMGMGMGMGMMMGMGMGMMMMMGMGMGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMGMGMGGGGGGGGGGGGMGMGMGM 24 23 23 2322 22 22 22 21 21 21 21 21 21 20 20 20 20 20 20 20 20 19 19 19 19 19 19 19 19 19 18 18 18 18 18 18 18 18 18 18 18 17 17 17 17 17 17 17 17 17 17 17 17 17 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 14 14 14 14 14 14 14 14 14 14 13 13 13 13 13 31 30 29 29 29 29 29 28 28 28 28 27 27 27 27 27 27 27 27 27 27 27 27 272726 26 26 26 26 26 26 26 26 26 2625 25 25 25 24 24 23 23 23 22 22 22 21 21 21 20 20 1918 24 24 25 26 23 22 21 20 21 22 23 24 25 20 18 18 19 19 26 25 24 23 22 21 24 25 26 23 22 21 2018 17 16 19 15 14 13 12 11 24 25 26 23 22 2120 12 1314 11 1516171819 20 18 17 16 19 15 14 13 12 11 212223242625 262524232221 19181716 1514 20 24 25 26 23 22 21 20 1213 14 11 1516171819 WETWETWETWETWET WET WE T WE T WETWETWE TWET WET WE T WET WET WE T WE T WET 20' 2022 232425 21 2627 2728 191817161514131211272726252423222120 19 181716151413 27 26 25 24 24 23 434241 40 40 39 39 38 38 37 37 36 36 35 35 34 34 34 33 33 33 32 32 32 31 31 31 31 31 30 30 30 30 30 29 29 29 29 29 29 29 29 29 28 32 31 30 28 27 26 26 26 26 26 26 26 25 25 25 2525 25 25 25 24 24 24 2424 24 24 23 23 23 2323 23 23 22 22 22 2222 22 19 21 21 21 21 21 20 20 20 20 20 20 19 19 1918 18 17 1721201918 22 21 222324 26 21 20 21 20 19 40' D R A I N A G E & P U B L I C UTIL I T I E S E A S E M E N T X X X X XX W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSS WWWWWWWWWWWW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W WWWWWWWWWWWWWWWWWWWWWWWWWW SS BU I L D I N G 1 BUILDING 2 BUILDING 4 BUILDING 5 BUILDING 7 BUILDING 6 BU I L D I N G 3 18 ' 24' 18' 9' 24' 18' 26' 18' 9'24'9' 18'26' 24' 24' 18'24'18' 9' 24' 9'24'9' 25' 9' 24' 9' 26 ' 9'24' 24' 18' 26' 24' 24' 9'24' 24' 24'9' 9' C-2.0 03. 0 3 . 2 5 1" = 6 0 ' AH E AH ERPB VICINITY MAP NOT TO SCALE NORTH 140 SITE MARK E T S T MARS H REA C H D R FO L L Y I S L A N D C T OAKS PORT E R S C R O S S I N G W A Y MA R S H DR PO R T E R S N E C K R D FU T C H C R E E K R D BA Y F I E L D D R 0 30 60 120 240 SCALE: 1"=60' GRAPHIC SCALEGRAPHIC SCALE 24237.PE DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FIN A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL AP P L I C A N T I N F O R M A T I O N : 6 37 21 21 22 23 24 25 34 58 38 40 48 22 24 SITE DATADEVELOPMENT NAME: BAYSHORE TOWNHOMES PROJECT ADDRESS: PARCELS LOCATED BEHIND 8138 MARKET STREET PROPERTY OWNERS: HERBERT E PARHAM8304 BALD EAGLE LANEWILMINGTON, NC 28411 DEVELOPER: BAYSHORE TOWNHOMES, LLC201 N. ELM ST., SUITE 201GREENSBORO, NC 27401 PARCEL PINS (DEVELOPMENT PARCELS)::R03700-004-147-000 (± 20.31 AC)R03700-004-148-000 (± 2.12 AC)R03700-004-189-000 (± 7.79 AC)CURRENT ZONING: R-15CURRENT LAND UES: FORESTRY / FARMPROPOSED USE: TOWNHOME (ROWHOUSE) NEIGHBORHOODFUTURE LAND USE CLASSIFICATION: GENERAL RESIDENTIAL TOTAL DEVELOPMENT PROJECT SITE AREA: ± 30.22 AC (R-15) INCLUDINGAREA OF SITE IN NATURAL POND COD :+ 1.30 AC IN CODNET DEVELOPMENT AREA: + 28.92 ACMAXIMUM DENSITY IN R-15 PERFORMANCE RESIDENTIAL: 2.5 DU / ACTOTAL NUMBER OF UNITS ALLOWED: 72 UNITSTOTAL NUMBER OF UNITS PROPOSED: 72 UNITS SITE DEVELOPMENT NOTES:R-15 PERFORMANCE RESIDENTIAL REQUIREMENTS:OPEN SPACE REQUIRED: 20%OPEN SPACE PROVIDED: MEET OR EXCEED 20% MINIMUM (6.04 AC) PARKING REQUIREMENTS - R-15 DWELLING, ROW-STYLE (TOWNHOMES)2 SPACES REQUIRED PER DWELLING UNIT TOWNHOME PARKING REQUIRED: 144 SPACES MINIMUMTOWNHOME PARKING PROVIDED: 276 SPACES (58 GARAGES, 218 PAVED) BUILDING DIMENSIONAL REQUIREMENTSBUILDING HEIGHT: 40' MAX HTBUILDING SETBACK: EXCEEDS 20' SINGLEFAMILY AND 30' MULTI-FAMILY SETBACKSIMPERVIOUS CALCULATIONS:SIDEWALKS: 34,004 SFAMENITY CLUB: 19,448 SFMAINTENANCE: 1134 SFBUILDINGS: 44,068 SFROADS & PARKING: 229,843 SFACCESS ROAD: 22788 SFPICKLEBALL:4320 SFTOTAL I MPV: 355,605 SF (8.16 AC) GENERAL NOTES:1. THE PROPOSED DEVELOPMENT SHALL MEET OR EXCEED ALL NEW HANOVER COUNTY (NHC)ORDINANCE AND PERMIT REQUIREMENTS.2. SITE ACCESS WILL BE FROM MARKET STREET THROUGH DEVELOPER'S B-2 PARCEL ANDCONNECTING I-1 LAND3. THE HATCHED I-1 ZONED PROPERTY LOCATED BETWEEN THE B-2 AND R-15 SITE SHALLPROVIDE VEHICULAR, PEDESTRIAN, AND UTILITY ACCESS FOR ALL PARCELS WITHIN THEDEVELOPMENT BOUNDARY.4. THE DEVELOPMENT SHALL HAVE A HOA / POA IF / AS APPLICABLE.5. STORM WATER SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH ALL NEWHANOVER COUNTY AND STATE REQUIREMENTS.6. PUBLIC WATER AND SEWER WILL BE EXTENDED BY THE DEVELOPER TO THE SITE. ALLDESIGN AND PERMITTING SHALL BE COORDINATED WITH CFPUA, NEW HANOVER COUNTY,AND STATE REGULATORS AS REQUIRED.7. ALL LANDSCAPE & BUFFER MATERIALS AND INSTALLATION SHALL MEET OR EXCEED NHC UDOREQUIREMENTS.8. LOCATIONS OF ALL AMENITY AND RECREATION AREAS MAY CHANGE PENDING FINAL DESIGN9. ALL TOWNHOMES AND AMENITIES BUILT IN ONE PHASE10. FLOOD INFORMATION: THE SUBJECT PARCELS ARE LOCATED IN ZONE X – MINIMAL FLOODRISK – AS SHOWN BY FEMA MAP NUMBER 3720316900K & 3720326000K BEARING AN EFFECTIVEDATE OF AUGUST 28, 2018.11. NO CLASS IV SOILS FOUND IN ANY AREAS PROPOSED FOR DEVELOPMENT.12. WETLAND ASSESSMENT PREPARED BY DAVEY RESOURCE GROUP AND JURISDICTIONALDETERMINATION APPROVED AUGUST 26, 2024. ALL IMPACTS WILL BE PERMITTED PRIOR TOCONSTRUCTION.13. SPECIMEN TREES HAVE BEEN FOUND ON SITE AND ARE BEING PRESERVED. 4 27 17 9 36 36 42A 34 ROAD CONNECTION PARCELS(NO DEVELOPMENT OTHER THAN ROAD ACCESS/ UTILITY CONNECTION) PROPERTY OWNERS: BEE SAFE PORTERS NECK, LLC, PARCEL PINS: R03600-005-007-000 (± 2.82 AC)R03600-005-006-002 (± 0.39 AC)CURRENT ZONING: B-2 PROPERTY OWNER: ROBERT L YUNASKAPARCEL PINS: R03600-006-082-000 (±0.02 AC)CURRENT ZONING: I-1 33 46 28 29 33 38 23 47 42A 34 34 50 52 53 54 57 42 42A 50 7 1A 44 42A 48 34 1B 2 1B 20 17 16 UNIT DATA:2 BEDROOM UNITS, 2 STORY: 14 UNITS2 BEDROOM UNITS, 3 STORY: 40 UNITS3 BEDROOM UNITS, 3 STORY: 18 UNITS 42 415 30 31 26 3 19 10 8 39 11 15 14 32 37 40 43 60 61 60 OPEN SPACE± 0.70 AC 35 62 OPEN SPACE± 3.2 AC AMENITY± 0.82 AC OPEN SPACE± 0.38 AC NATURAL CODPOND AS OPENSPACE± 1.30 AC 404WETLANDS 7 7 KEY LEGEND: 1A HEAVY DUTY ASPHALT PAVING, TYP.(SEE DETAILS) LIGHT DUTY ASPHALT PAVING, TYP.(SEE DETAILS) CURB AND GUTTERVERTICAL CURB CONCRETE SIDEWALK; 5' MINIMUM WIDTHINTERCONNECTED SIDEWALK,TRAIL SYSTEMTHROUGHOUT PROJECT ADA CURB RAMP WITH TRUNCATED DOMESWARNING MAT EXISTING TREE TO REMAIN, TYP. PEDESTRIAN CROSSING LOCATION PARKING SPACE, TYP. ADA PARKING SPACE TYP. ADA LOADING SPACE, TYP. ADA PARKING SPACE SIGNAGE, TYP. 2 4 5 6 1B 3 7 8 9 10 WATER MAIN WATER SERVICE (DOMESTIC) WATER SERVICE (FIRE) WATER METER FIRE HYDRANT SANITARY SEWER MAIN SANITARY SEWER SERVICE SEWER CLEANOUT STORM PIPE STORM STRUCTURE STORMWATER POND STORMWATER OUTFALL LEVEL SPREADER STORMWATER EMERGENCYSPILLWAY OUTFALL 12 13 14 15 16 17 18 19 20 11 21 22 23 24 EXISTING NON-WETLAND WATERS OF THE US WETLAND IMPACTED FOR ROAD CROSSING UNDISTURBED WETLANDS 26 27 28 29 30 31 33 25 32 34 EXISTING PONDIDENTIFIED AS "NATURAL POND" CONSERVATION AREA IN NHC UDO.POND TO REMAIN AND HAVE COD BUFFER SWALEPROVIDING OUTFALL DRAINAGE FOR EXISTING POND 20' WIDE DRAINAGE EASEMENT IN I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELSALL NECESSARY UTILITY AND STORMWATER EASEMENTSCONVEYED BETWEEN B-2 AND R-15 PARCELS LOCATED ALONGROAD PROJECT ACCESS DRIVE I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELS MAINTENANCE BUILDING MINIMUM R-15 REQUIRED BUILDING SETBACK TO ADJACENTRESIDENTIAL 3-STORY ROW STYLE TOWNHOME WITH IN-UNIT GARAGE, TYP. 2-STORY END-UNIT ROW STYLE TOWNHOME, NO GARAGE, TYP. BUILDING LANDSCAPE AREAFOUNDATION PLANTINGS AROUND ALL BUILDINGS, TYP. SEGMENTAL RETAINING WALL 37 38 35 4" HIGH CONCRETE WHEELSTOP STREET LIGHT, TYP. OPENS PACE, TYP. EXISTING VEGETATION / LANDSCAPE BUFFERCOMBINATION OF EXISTING & PLANTED VEGETATION CREATINGBUFFER TO ADJACENT PROPERTIES; BUFFERS EXCEED MINIMUMBUFFER REQUIRED, BUT WILL BE AUGMENTED IF NEEDED TO MEETNHC STANDARDS MINIMUM BUFFER LINE, TYP. 39 41 42 42A 40 PROPOSED LANDSCAPE AREA, TYP. TRASH & RECYCLING COMPACTOR W/ SCREEN MONUMENT SIGN PICKLEBALL COURTSSEE GENERAL NOTES DOG PARKSEE GENERAL NOTES MOTOR COURT, TYP.RESIDENTS' PARKING AT CORE OF EACH BLOCK BEHIND UNITS.GARAGE ACCESS PROVIDED IN MOTOR COURT 43 44 45 46 47 48 STREETYARD25' MINIMUM REQUIRED EXISTING 40' DRAINAGE & PUBLIC UTILITYEASEMENT 49 50 52 53 EXISTING 30' DUKE ENERGY EASEMENTTO BE RELOCATED, PENDING DUKEAPPROVAL EXISTING 30' PUBLIC UTILITY EASEMENT EXISTING 15' DRAINAGE & PUBLIC UTILITYEASEMENT EXISTING 30' SANITARY SEWER EASEMENT EXISTING 30' DRAINAGE & PUBLIC UTILITYEASEMENT EXISTING 20' UTILITY EASEMENT EXISTING 20' DRAINAGE & UTILITYEASEMENT CLUBHOUSE / PROPERTY MANAGEMENTOFFICE / FITNESS / RECREATION CENTER /FENCED POOL W/ SUMMER KITCHEN ANDCABANA(S) 51 54 56 55 58 5736 ALLEY ACCESS TO GARAGES TEMPORARY DISC GOLF PRACTICE AREANOT FOR PUBLIC USE TEMPORARY PRACTICE SOFTBALL FIELDNOT FOR PUBLIC USE TEMPORARY PRACTICE SOCCER FIELDNOT FOR PUBLIC USE 50' MAXIMUM SHOD PARKING SETBACK 100' MAXIMUM SHOD BUILDING SETBACK 59 60 61 62 63 64 31A LEGEND SUBJECT PROPERTY LINE WETWETWET WET WET WET WETLANDS PROPOSED BUILDINGS PROPOSED POND OPEN SPACE TEMPORARY ATHLETIC FIELDS 18 WATER LINE PROPOSED SETBACKS W SANITARY SEWERSS EXISTING CONTOUR LINE PROPOSED EASEMENTS SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY STREETLIGHT 60 60 59 59 43 WET WE T WETWETWET WET WE T WET WE T WE T WET WET WE T X X X X X X SS SS SS SS SS SS SS SS SS CHAINLINK FENCECHAINLINK FENCE X N 0 5 ° 1 2 ' 0 1 " E 538. 0 4 ' S 36°02'16" E116.92' N 3 9 ° 3 9 ' 4 1 " E 330 . 6 1 ' S 50°28'07" E115.22' N 39 ° 3 9 ' 0 6 " E 160. 3 1 ' S 50°19'17" E150.03'L1 L2 S 48°16'45" E506.30'L3 S 47°46'24" E121.53'S 48°24'53" E581.39' S 4 1 ° 2 5 ' 4 8 " W 310. 4 8 ' N 48°34'06" W121.43' S 42 ° 5 5 ' 4 8 " W 750 . 7 0 ' L4 L5L6L7L8L9N 47°17'46" W107.98' L10L11L12 L13 L14 L15 L16L17L18 L19 L20 L21 L22 L23 N 64°11'49" W 421.13' N 42 ° 2 4 ' 0 1 " E 210 . 1 4 ' S 50°36'43" E665.40' S 4 1 ° 3 4 ' 5 0 " W 210 . 0 0 ' N 50°36'43" W668.41' LOT 142R03600-006-012-000RICHARD MOBURGELIZABETH MOBURGD.B. 4626, PG. 912M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 143R03600-006-013-000NORA E. BENEVENTIREVOCABLE TRUSTD.B. 5020, PG. 2264M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 144R03600-006-014-000DAVID M. RENQUISTMARY E. RENQUISTD.B. 5020, PG. 2264M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 147R03600-006-017-000PRUDENTIALRELOCATION INC.D.B. 5238, PG. 722M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 148R03600-006-018-000BRADLEY J. ERBESTAMI L. ERBESD.B. 5238, PG. 722M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 149R03600-006-024-000ERNEST W. OLDSDAWN M. OLDSD.B. 6056, PG. 182M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL LOT 150R03600-006-025-000RICHARD MIMMSSUPATRA MIMMSD.B. 6221, PG. 2760M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL LOT 151R03600-006-026-000MADISON M.NEWSOMEBUNJONG P.NEWSOMED.B. 4655, PG. 304M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL LOT 152R03600-006-027-000DEWAIN H. RAHEJOYCE W R A H E R03600-006-082-000ROBERT L. YUNASKAD.B. 4626, PG. 912M.B. 43, PG. 372ZONING: I-1LAND USE:VACANT INDUSTRIAL R03 7 0 0 - 0 0 4 - 2 9 3 - 0 0 0 POR T E R ' S P O I N T E HOM E O W N E R S ASSO C I A T I O N , I N C D.B. 5 7 9 0 , P G . 3 5 M.B. 5 5 , P G . 3 4 0 ZON I N G : R - 1 5 LAN D U S E : R E S I D E N T I A L COM M U N I T Y O P E N S P A C E 18' PRIVATE ALLEY R03700-004-293-000PORTER'S POINTEHOMEOWNERSASSOCIATION, INCD.B. 5790, PG. 35M.B. 55, PG. 340ZONING: R-15LAND USE: RESIDENTIALCOMMUNITY OPEN SPACE R03700-004-294-000PORTER'S POINTEHOMEOWNERSASSOCIATION, INCD.B. 5790, PG. 35M.B. 55, PG. 340ZONING: R-15LAND USE:RESIDENTIALAMENITY R03600-005-008-000GREGORY POOLEEQUIPMENT COMPANYD.B. 6645, PG. 1746ZONING: B-2LAND USE: COMMERCIAL R03600-005-005-000SANDERS FAMILYSTORAGE, LLCD.B. 6001, PG. 1677ZONING: B-2LAND USE: COMMERCIALSTORAGE R03705-006-007-000KATHRYN WOLFE &LARRY STEVENMORGAND.B. 6025, PG. 1493M.B. 46, PG. 25ZONING: R-15LAND USE:RESIDENTIAL R03705-006-012-000 JOANN M. WAINIOD.B. 5694, PG. 1838M.B. 46, PG. 25ZONING: R-15LAND USE:RESIDENTIALLOT 4 8 R03 7 0 0 - 0 0 4 - 2 7 9 - 0 0 0 JOR Y A N D E R S O N & ABBY R I C H O M N D D.B. 6 6 7 5 , P G . 1 3 2 7 M.B. 5 5 , P G . 3 4 0 ZO N I N G : R - 1 5 LAN D U S E : RE S I D E N T I A L 36.2 ' 24.2' R03700- 0 0 4 - 1 9 1 - 0 0 0 POR T E R S C R O S S I N G HOA I N C D.B. 5 1 9 0 , P G. 120 4 M.B. 5 1 , P G . 1 5 4 ZON I N G : R - 1 5 LAN D U S E : RES I D E N T I A L A M E N I T Y R03700-004-301-000DEREK REEVESD.B. 5625, PG. 1573M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-300-000STEVE LINDNERD.B. 6031, PG. 2140M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-299-000EDWARDSOUTHERLANDD.B. 5571, PG. 1535M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-298-000ANNA ROVETTOD.B. 6636, PG. 1714M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-297-000ROCHELLE KREINERD.B. 6406, PG. 1314M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-296-000CAMERON DANIELD.B. 6290, PG. 242M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-295-000RICHARD WILSOND.B. 5545, PG. 2050M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL R03700-004-011-000PORTERS CROSSINGHOA INCD.B. 6102, PG. 2894M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL AMENITY R03700-004-214-000LARRY J. & ALICE W.MATTHEWSD.B. 6489, PG. 1689M.B. 49, PG. 102ZONING: R-15LAND USE:RESIDENTIAL R03700-004-215-000AVERY & JOLIN BEVINCRAIG & NANCYGIBSOND.B. 6647, PG. 715M.B. 49, PG. 102ZONING: R-15LAND USE:RESIDENTIAL R03700-004-216-000JESUS G. & ROSELINEH. DIZA-QUIROZD.B. 5440, PG. 2569M.B. 49, PG. 102ZONING: R-15LAND USE:RESIDENTIAL R03700-004-217-000XIAODAN DONG &QIYONG WENGD.B. 6221, PG. 569M.B. 49, PG. 102ZONING: R-15LAND USE:RESIDENTIAL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS R03700-004-293-000PORTER'S POINTEHOMEOWNERSASSOCIATION, INCD.B. 5790, PG. 35M.B. 55, PG. 340ZONING: R-15LAND USE: RESIDENTIALCOMMUNITY OPEN SPACE 24 23 23 2322 22 22 22 21 21 21 21 21 21 20 20 20 20 20 20 20 20 19 19 19 19 19 19 19 19 19 18 18 18 18 18 18 18 18 18 18 18 17 17 17 17 17 17 17 17 17 17 17 17 17 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 14 14 14 14 14 14 14 14 14 14 13 13 13 13 13 46 46 45 44 43 42 41 40 39 38 37 36 35 34 33 33 32 32 32 32 31 31 31 31 30 30 30 30 29 29 29 29 29 29 28 28 28 28 27 27 27 27 27 27 27 27 27 27 27 27 272726 26 26 26 26 26 26 26 26 26 2625 25 25 25 24 24 23 23 23 22 22 22 21 21 21 20 20 1918 24 24 25 26 2322 21 20 21 22 23 24 25 20 181819 19 26 25 24 23 2221 24 25 26 23 22 21 2018 17 16 19 15 14 13 12 11 24 25 26 23 222120 12131411 1516171819 20 18 17 16 19 15 14 13 12 11 212223242625 262524232221 191817161514 20 24 25 26 23 222120 12131411 1516171819 WETWETWET WET WE T WET WE T WE T WET WET WE T 20' 33 2022 232425 21 2627 2728 191817161514131211272726252423222120 19181716151413 27 26 25 24 24 23 434241 40 40 39 39 38 38 37 37 36 36 35 35 34 34 34 33 33 33 32 32 32 31 31 31 31 31 30 30 30 30 30 29 29 29 29 29 29 29 29 29 28 32 3130 28 4.2''42' 27 26 26 26 26 26 26 26 25 25 25 2525 25 2525 24 24 24 2424 24 24 23 23 23 2323 23 23 22 22 22 2222 22 19 21 21 21 2121 20 20 20 20 20 20 19 19 1918 18 17 1721201918 22 21 222324 26 21 20 21 20 19 40' DR A INA G E & PUB L I C UTILI T I E S E ASEM E N T X W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W SSSSSSSSSS WWWWWWW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS W WWWWWWWWWWWWWWWW BUI L D I N G 1 BUILDING 2 BUILDING 4 BUILDING 5 BUILDING 7 BUILDING 6 BUI L D I N G 3 W W W WWWWWWWWWWWWWWWWWW W 18' 24' 18' 9' 24' 18' 26' 18' 9'24'9' 18'26' 24' 24' 26' 18'24'18' 9' 24' 9'24'9' 25' 9' 24' 9' 26' 9'24' 24' 18' 26' 26' 24' 24' 9'24' 24' 24'9' 9' SI T E A C C E S S S I T E P L A N C-2.1 03. 0 3 . 2 5 1" = 1 0 0 ' AH E AH ERPB VICINITY MAP NOT TO SCALE NORTH 140 SITE MARK E T S T MARS H REA C H D R FO L L Y I S L A N D C T OAKS PORT E R S C R O S S I N G W A Y MA R S H DR PO R T E R S N E C K R D FU T C H C R E E K R D BA Y F I E L D D R 0 50 100 200 400 SCALE: 1"=100' GRAPHIC SCALEGRAPHIC SCALE BA Y S H O R E T O W N H O M E S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 24237.PE BA Y S H O R E T O W N H O M E S , L L C 20 1 N O R T H E L M S T R E E T , S U I T E 2 0 1 GR E E N S B O R O , N C 2 7 4 0 1 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FIN A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL AP P L I C A N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wil m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 PR E L I M I N A R Y D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N 32 31 45 US H W Y . 1 7 - M A R K E T S T R E E T 100 ' P U B L I C R / W BR A Y S D R I V E 52' P U B L I C R / W SHA C K L E F O R D D R I V E 52' P U B L I C R / W 49 51 30 30 MIDSTREAM DRIVE 50' PUBLIC R/W 24' 1/4" PER FT 6"-B25.0B BASE 1/4" PER FT 1.5"-SF9.5A SURFACE PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILSDATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVINGSECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THEAVAILABILITY OF SOILS DATA. 9' PARALLELPARKING 9' PARALLELPARKING 8' MIN SIDEWALK SIDEWALK, TYP. PARALLEL 8' MIN SIDEWALK CURB/GUTTER 1.5' 0.5' 6" STONEUNDERCURBING SLOPES= 3:1 FUTURE DEVELOPMENT NOT PART OF PROJECT SEE PLAN FOR SITE DATADEVELOPMENT NAME: BAYSHORE TOWNHOMES PROJECT ADDRESS: PARCELS LOCATED BEHIND 8138 MARKET STREET PROPERTY OWNERS: HERBERT E PARHAM8304 BALD EAGLE LANEWILMINGTON, NC 28411 DEVELOPER: BAYSHORE TOWNHOMES, LLC201 N. ELM ST., SUITE 201GREENSBORO, NC 27401 PARCEL PINS (DEVELOPMENT PARCELS)::R03700-004-147-000 (± 20.31 AC)R03700-004-148-000 (± 2.12 AC)R03700-004-189-000 (± 7.79 AC)CURRENT ZONING: R-15CURRENT LAND UES: FORESTRY / FARMPROPOSED USE: TOWNHOME (ROWHOUSE) NEIGHBORHOODFUTURE LAND USE CLASSIFICATION: GENERAL RESIDENTIAL TOTAL DEVELOPMENT PROJECT SITE AREA: ± 30.22 AC (R-15) INCLUDINGAREA OF SITE IN NATURAL POND COD :+ 1.30 AC IN CODNET DEVELOPMENT AREA: + 28.92 ACMAXIMUM DENSITY IN R-15 PERFORMANCE RESIDENTIAL: 2.5 DU / ACTOTAL NUMBER OF UNITS ALLOWED: 72 UNITSTOTAL NUMBER OF UNITS PROPOSED: 72 UNITS GENERAL NOTES:1. THE PROPOSED DEVELOPMENT SHALL MEET OR EXCEED ALL NEW HANOVER COUNTY (NHC)ORDINANCE AND PERMIT REQUIREMENTS.2. SITE ACCESS WILL BE FROM MARKET STREET THROUGH DEVELOPER'S B-2 PARCEL ANDCONNECTING I-1 LAND3. THE HATCHED I-1 ZONED PROPERTY LOCATED BETWEEN THE B-2 AND R-15 SITE SHALLPROVIDE VEHICULAR, PEDESTRIAN, AND UTILITY ACCESS FOR ALL PARCELS WITHIN THEDEVELOPMENT BOUNDARY.4. THE DEVELOPMENT SHALL HAVE A HOA / POA IF / AS APPLICABLE.5. STORM WATER SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH ALL NEWHANOVER COUNTY AND STATE REQUIREMENTS.6. PUBLIC WATER AND SEWER WILL BE EXTENDED BY THE DEVELOPER TO THE SITE. ALLDESIGN AND PERMITTING SHALL BE COORDINATED WITH CFPUA, NEW HANOVER COUNTY,AND STATE REGULATORS AS REQUIRED.7. ALL LANDSCAPE & BUFFER MATERIALS AND INSTALLATION SHALL MEET OR EXCEED NHC UDOREQUIREMENTS.8. LOCATIONS OF ALL AMENITY AND RECREATION AREAS MAY CHANGE PENDING FINAL DESIGN9. ALL TOWNHOMES AND AMENITIES BUILT IN ONE PHASE10. FLOOD INFORMATION: THE SUBJECT PARCELS ARE LOCATED IN ZONE X – MINIMAL FLOODRISK – AS SHOWN BY FEMA MAP NUMBER 3720316900K & 3720326000K BEARING AN EFFECTIVEDATE OF AUGUST 28, 2018.11. NO CLASS IV SOILS FOUND IN ANY AREAS PROPOSED FOR DEVELOPMENT.12. WETLAND ASSESSMENT PREPARED BY DAVEY RESOURCE GROUP AND JURISDICTIONALDETERMINATION APPROVED AUGUST 26, 2024. ALL IMPACTS WILL BE PERMITTED PRIOR TOCONSTRUCTION.13. SPECIMEN TREES HAVE BEEN FOUND ON SITE AND ARE BEING PRESERVED. LOCATION 63 64 KEY LEGEND: EXISTING NON-WETLAND WATERS OF THE US WETLAND IMPACTED FOR ROAD CROSSING UNDISTURBED WETLANDS EXISTING PONDIDENTIFIED AS "NATURAL POND" CONSERVATIONAREA IN NHC UDO. POND TO REMAIN AND HAVE CODBUFFER SWALEPROVIDING OUTFALL DRAINAGE FOR EXISTING POND 20' WIDE DRAINAGE EASEMENT IN I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELSALL NECESSARY UTILITY AND STORMWATEREASEMENTS CONVEYED BETWEEN B-2 AND R-15PARCELS LOCATED ALONG ROAD PROJECT ACCESS DRIVE I-1 PARCEL ROAD CONNECTION BETWEEN B-2 ANDR-15 PARCELS MAINTENANCE BUILDING WATER MAIN WATER SERVICE (DOMESTIC) WATER SERVICE (FIRE) WATER METER FIRE HYDRANT SANITARY SEWER MAIN SANITARY SEWER SERVICE SEWER CLEANOUT STORM PIPE STORM STRUCTURE STORMWATER POND STORMWATER OUTFALL LEVEL SPREADER STORMWATER EMERGENCY SPILLWAY OUTFALL 1A HEAVY DUTY ASPHALT PAVING, TYP.(SEE DETAILS) LIGHT DUTY ASPHALT PAVING, TYP.(SEE DETAILS) CURB AND GUTTERVERTICAL CURB CONCRETE SIDEWALK; 5' MINIMUM WIDTH SIDEWALKINTERCONNECTED SIDEWALK,TRAIL SYSTEMTHROUGHOUT PROJECT ADA CURB RAMP WITH TRUNCATED DOMESWARNING MAT EXISTING TREE TO REMAIN, TYP. PEDESTRIAN CROSSING LOCATION PARKING SPACE, TYP. ADA PARKING SPACE TYP. ADA LOADING SPACE, TYP. ADA PARKING SPACE SIGNAGE, TYP. 2 4 5 6 12 13 14 15 16 17 18 19 20 26 27 28 29 30 31 1B 11 3425 MINIMUM R-15 REQUIRED BUILDING SETBACK TO ADJACENTRESIDENTIAL 3-STORY ROW STYLE TOWNHOME WITH IN-UNIT GARAGE, TYP. 2-STORY END-UNIT ROW STYLE TOWNHOME, NO GARAGE, TYP. BUILDING LANDSCAPE AREAFOUNDATION PLANTINGS AROUND ALL BUILDINGS, TYP. SEGMENTAL RETAINING WALL 4" HIGH CONCRETE WHEELSTOP STREET LIGHT, TYP. OPENS PACE, TYP. EXISTING VEGETATION / LANDSCAPE BUFFERCOMBINATION OF EXISTING & PLANTED VEGETATION CREATINGBUFFER TO ADJACENT PROPERTIES; BUFFERS EXCEEDMINIMUM BUFFER REQUIRED, BUT WILL BE AUGMENTED IFNEEDED TO MEET NHC STANDARDS MINIMUM BUFFER LINE, TYP. 37 38 39 41 35 3 PROPOSED LANDSCAPESTREET TREES ALONG ALL PROJECT ROADSAND IN LANDSCAPE ISLANDS TRASH & RECYCLING COMPACTOR W/ SCREEN MONUMENT SIGN PICKLEBALL COURTSSEE GENERAL NOTES DOG PARKSEE GENERAL NOTES MOTOR COURT, TYP.RESIDENTS' PARKING AT CORE OF EACHBLOCK BEHIND UNITS. GARAGE ACCESSPROVIDED IN MOTOR COURT STREETYARD25' MINIMUM REQUIRED EXISTING 40' DRAINAGE & PUBLIC UTILITYEASEMENT EXISTING 30' DUKE ENERGY EASEMENTTO BE RELOCATED, PENDING DUKE APPROVAL 43 44 45 46 47 48 52 53 EXISTING 30' PUBLIC UTILITY EASEMENT EXISTING 15' DRAINAGE & PUBLIC UTILITY EASEMENT EXISTING 30' SANITARY SEWER EASEMENT EXISTING 30' DRAINAGE & PUBLIC UTILITY EASEMENT EXISTING 20' UTILITY EASEMENT EXISTING 20' DRAINAGE & UTILITY EASEMENT CLUBHOUSE / PROPERTY MANAGEMENT OFFICE /FITNESS / RECREATION CENTER / FENCED POOL W/SUMMER KITCHEN AND CABANA(S) ALLEY ACCESS TO GARAGES TEMPORARY DISC GOLF PRACTICE AREANOT FOR PUBLIC USE TEMPORARY PRACTICE SOFTBALL FIELDNOT FOR PUBLIC USE TEMPORARY PRACTICE SOCCER FIELDNOT FOR PUBLIC USE 42 42A 49 40 54 56 55 58 57 7 8 9 10 21 22 23 24 31A 50 36 59 60 51 61 62 63 64 50' MAXIMUM SHOD PARKING SETBACK 100' MAXIMUM SHOD BUILDING SETBACK 32 33 31A LEGEND SUBJECT PROPERTY LINE WETWETWET WET WET WET WETLANDS PROPOSED BUILDINGS PROPOSED POND OPEN SPACE TEMPORARY ATHLETIC FIELDS 18 WATER LINE PROPOSED SETBACKS PROPOSED EASEMENTS W SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY STREETLIGHT SANITARY SEWERSS EXISTING CONTOUR LINE MEMORANDUM To: New Hanover County Technical Review Committee Date: March 20, 2025 Subject: Bayshore Townhomes (SUBPP-25-0020) NCDOT Projects: • U-4902D construction occurring within a mile of the proposed site location. Per the project update information received by the WMPO in March 2025, the project is 77% complete with an anticipated completion date of August 2025. WMPO 2045 MTP Projects: • RW-99: Murrayville Road Widening and Extension from US 117/NC 132/College Road to US 17/Market Street. This project is proposed to connect with US 17/ Market Street via the existing Hays Lane within a quarter of a mile from the proposed site location. New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Single Family Attached Housing (215) 72 DUs 498 32 39 Masonboro Commons Starbucks Coffee– 6400 Carolina Beach Road – TRC Review Page | 1 To: Tommy Scheetz, P.E., Headwaters Engineering of the Cape Fear PLLC From: Katherine May, Development Review Planner Date: April 2, 2025 TRC PID#: R07900-001-001-008 Egov# SITECN-25-000063 Subject: 6400 Carolina Beach Road – Masonboro Commons Starbucks Coffee - TRC Review The following comments have been received for the April 2, 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, Katherine May 910-798-7443 1. General Comments a. The site is zoned B-2 b. The use is a restaurant - (Starbucks Coffee). As a note, the New Hanover County Ordinance considers coffee shops restaurants- it does not break them out into a separate use. 2. UDO Section 5.1, Parking and Loading a. The use of restaurant requires 6 parking spaces per 1,000 sq ft of seating area. This site provides more than adequate parking. b. Will there be a shared parking agreement? 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. b. This project has an approved TIA- please reference the WMPO comments for required improvements. 4. UDO Section 5.3, Tree Retention Masonboro Commons Starbucks Coffee– 6400 Carolina Beach Road – TRC Review Page | 2 a. Please verify that trees being removed from the stormwater pond do not require a tree removal permit. b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Landscape plan is missing. Additional comments for landscaping and buffering will be sent once the landscape plan is submitted. b. 5.4.4: Screening i. Screening of the dumpster must be at least 8 feet high. A combination of materials can be used. c. 5.4.5.C: Standards for Parking Lot Interiors i. Landscaped areas in the interior of parking lots shall be equal to eight percent of the total area to be used for parking, loading, automobile sales, driveways, internal drive aisles, and other vehicular or pedestrian use. ii. Landscaping islands, either separate from or protruding from perimeter landscaping strips, shall be a minimum of 12 feet in width measured from back of curb to back of curb. d. 5.4.6.B: Street Yard Standards i. 25 square feet for every linear foot of street yard frontage ii. For every 600 square feet of street yard area on average, the following landscaping shall be provided: One canopy/shade tree or if overhead power lines are located above the street yard, three (3) understory trees, six shrubs, 12 inches in height at time of planting. e. 5.4.7: Foundation Plantings i. The foundation planting area shall be 12 percent 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 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. Masonboro Commons Starbucks Coffee– 6400 Carolina Beach Road – TRC Review Page | 3 b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the UDO for standards. 8. UDO Section 5.7, Conservation Resources a. The New Hanover County Conservation Resource Map does not indicate any Conservation Resources on this property. 9. UDO Article 9, Flood Damage Prevention a. Property is not in the flood plain. NHC Fire Services, David Stone 910-798-7458 1. Fire is requesting the developer to add a fire hydrant at the corner of Carolina Beach Road and the shopping center access road north of the Starbucks. This would assist in providing a better response in the event of a fire at this location. NHC Soil & Water Conservation, Dru Harrison 910-798-7130 1. Comments are attached. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing issued by the County is required for this project. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. A County stormwater permit issued by the County is required for this project. Please indicate in plan view the anticipated location and size of the stormwater control measure (SCM). Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. 3. Please contact the State DEQ office for the stormwater permit modification requirements. It is anticipated a major permit modification will be required to SW8900509. Masonboro Commons Starbucks Coffee– 6400 Carolina Beach Road – TRC Review Page | 4 NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site is on public water. Must submit restaurant plans to the NC Environmental Health Plan Review Unit for approval. Restaurant plans must be approved prior to building permit release. 2. Site is on public sewer. NHC Addressing, McCabe Watson 910-798-7068 1. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review 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 available; CFPUA sewer available via a private FM extension connecting to public manhole. 4. CFPUA Meter Sizing Form will be required. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 1. Comments are attached. WMPO, Greer Templer 910-341-0107 1. Comments are attached. Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comments. NCDEQ, Kelsey Beachman 910-796-7270 1. This project is not located within the CAMA AECs. However, the sites are located within a coastal county per the CAMA, so if an IP is required by the USACE the DCM would review it through a Federal Consistency Determination. Masonboro Commons Starbucks Coffee– 6400 Carolina Beach Road – TRC Review Page | 5 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 (6404 Carolina Beach Rd) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Kr Kureb sand, 1 to 8 percent slopes 1.3 100.0% Totals for Area of Interest 1.3 100.0% Custom Soil Resource Report Soil Map (6404 Carolina Beach Rd) 37 7 7 79 0 37 7 7 80 0 37 7 7 81 0 37 7 7 82 0 37 7 7 83 0 37 7 7 84 0 37 7 7 85 0 37 7 7 86 0 37 7 7 87 0 37 7 7 88 0 37 7 7 79 0 37 7 7 80 0 37 7 7 81 0 37 7 7 82 0 37 7 7 83 0 37 7 7 84 0 37 7 7 85 0 37 7 7 86 0 37 7 7 87 0 37 7 7 88 0 232 420 232 430 232 440 232 450 232 460 232 470 232 480 232 490 232420 232430 232440 232450 232460 232470 232480 232490 34° 6' 27'' N 77 ° 54 ' 2' ' W 34° 6' 27'' N 77 ° 53 ' 59 ' ' W 34° 6' 24'' N 77 ° 54 ' 2' ' W 34° 6' 24'' N 77 ° 53 ' 59 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 20 40 80 120Feet05102030Meters 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, March 24th, 2025 FROM: Dru Harrison, Director RE: I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Kureb sand (Kr). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability, Kureb is a Class I soil. The Soil Survey of New Hanover County lists Kureb as excessively well drained. Kureb is on the Hydric Soils “B” list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all of the soils on this site. The limitations are due to flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing. The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: March 10, 2025 Subject: Meadows Commercial Lot – 4737 Castle Hayne Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: x 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. x 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.” x 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. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION Cast l e H a y n e R o a d ( U . S . H w y . 1 1 7 ) Sondey R o a d / S . R . 1 3 3 4 (Var i a b l e W i d t h P u b l i c R / W ) N 66°2 4 ' 2 5 " W 1 4 0 . 0 8 ' N 28 ° 2 7 ' 3 5 " E 2 2 6 . 9 3 ' S 69°58'25 " E 1 7 6 . 1 2 ' (50' R/ W ) 48'' Water Oak 32'' Live Oak (1,50 0 s . f . ) Spac e 30' 50' 30' New " F l e x " (1,50 0 s . f . ) Spac eNew " F l e x " 20' B l d g . S e t b a c k & T r a n s i t i o n a l B u f f e r 20' Tran s i t i o n a l B u f f e r 30' Side S e t b a c k Lot 1 16,551 s.f.± n/f Ryan P. &Amanda D. Mekler D.B. 6246-464Zoning: RALand Use: Vacant n/f Evelyn PotterDavis Heirs D.B. 6559-2347Zoning: RALand Use: Residential n/fRyan Griffin D.B. 5904-2713Zoning: R-20Land Use: Residential n/f Richard &Dara Kern D.B. 6041-82Zoning: R-20Land Use: Residential n/f AliciaVasquez D.B. 6258-2144 Zoning: RALand Use: Residential 150. 0 4 ' 76.88 ' 20' B l d g . S e t b a c k & T r a n s i t i o n a l B u f f e r 25' S t r e e t S e t b a c k & B u f f e r y a r d 25' St r e e t S e t b a c k 25' Street S e t b a c k New15' x 30'Tire Shed W 24' 62' 25' 31' S 53° 5 6 ' 8 " E 2 2 6 . 9 3 ' 157.8 3 ' IG MC IV IC MC IGSM IV IC SM SM SM IL MC-P IV R2 5 ' R25' R1 0 ' R10' 18' 9' 48' IC 34' R5 ' R5' 2% FROM EOP 2% F R O M E O P IG FFE = 2 4 . 0 5 22 23 23 22 23 23 10-FT S E W E R U T I L I T Y E A S E M E N T S 53°5 6 ' 0 8 " E 159.2 7 ' 2221 22 21 23 S 36°3 8 ' 3 5 " W 1 1 8 . 4 8 ' S 36° 3 8 ' 3 5 " W 1 2 4 . 8 7 ' MA REVISION NO. OF: DATE: SCALE: DRAWN BY: 47 3 7 C A S T L E H A Y N E R D . , C A S T L E H A Y N E , N C 2 8 4 2 9 THE S E D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F D O G W O O D L D , P L L C A N D S H A L L N O T B E U S E D O N A N Y O T H E R W O R K E X CEP T B Y A G R E E M E N T W I T H D O G W O O D L D , P L L C . PRO V E R B S 1 6 : 3 C O M M I T Y O U R W O R K S T O T H E L O R D A N D Y O U R P L A N S W I L L B E E S T A B L I S H E D . ME A D O W S C O M M E R C I A L PA U L & D E A N N E M E A D O W S 47 1 7 I N D I A N C O R N T R A I L CA S T E H A Y N E , N C 2 8 4 2 9 NORTHCAROLINA JA MEBANCH SM PROFESSION ENGINEERSEALAL SR ITH034354 DOGWO O D LD, P LLC 5872-P .CIL CN 205 Sierra Dr.Wilmington, NC 28409(910) 264-1071 PROJ. NO.24106.DLD JBS SHEET: 02/27/25 FINAL-TRC PLANNOT FORCONSTRUCTION 1/27/25 CS100 3 5 SITE ANDLANDSCAPEPLAN 0 10 20 40 80 S C A L E: 1" = 20' G R A P H I C S C A L E N O R T H 20 SCALE 3. Current Zoning District: RA 2. Tract Area: 36,372 s.f.± (0.84 ac.) 1. New Hanover County Parcel No.: General Notes: 4. Comprehensive Plan Classification:Community Mixed-Use 322112.95.1866 Development Data: [PID R1700-002-007-000] Total Building Area - 7,070 s.f.± New Building Parking - (@ 2.5 spaces / 1000 s.f. GFA)Min. Spaces Req'd. = 8** Spaces Prov'd. = 9 ** (2 garage spaces) Max. Proposed New Building Height - 1-Story / 25' Proposed District - (CZD) B-2 2. This property is not impacted by any AEC. 3. There is no evidence of Conservation OverlayResources. 4. This site is not impacted by any recognizedhistoric or archeological significance. 5. No cemeteries were evidenced on the site. 6. Existing regulated trees have been field located. 7. There is no evidence of jurisdictional wetlands. 8. There is no evidence of endangered species orhabitat issues on the site. Site Inventory Notes: 9. This tract is not impacted by any Special Flood Hazard 10. The site runoff will flow into the Prince George 1. Soils: Se (Segate fine sand) Area as evidenced on FEMA Map 3720322100K,dated August 28, 2018. Creek watershed. General Utility Notes: 1. Water service will be provided by a private, on-site well. Sanitary sewer service is provided by a gas & telephone shall be installed underground. 3. Solid waste disposal will be by roll-out cart pickup. 2. All utility services, such as electric power, CATV, private on-site septic system. No Fire Hydrants Proposed New (Lot 2) - +3,000 s.f.± Ex. Bldg. Addition (Lot 1) - + 450 s.f.± Existing (Lot 1) - 5,200 s.f.±Ex. Shed to be Removed (Lot 1) - -1,580 s.f.± (No Scale) Vicinity Map Site N E S W NC H W Y 1 1 7 - C A S T L E H A Y N E R O A D PARM E L E R D SODNEY R D Lot 2 Impervious Data:Rooftop - 3000 s.f.Parking Lot - 3600 s.f.Sidewalks - 300 s.f.DOT Driveway 1100 s.f. Total Lot 2- 8,000 s.f. in the area. Lot 1 Impervious Data:Ex. Rooftop - 4950 s.f.Ex. Concrete-Gravel Yards - 7675 s.f. Total Existing - 12,625 s.f. Existing Shed Removed - -1500 s.f.New Building Addition - +450 s.f. Total Lot 1 - 11,575 s.f. Lot 1 & 2 Impervious Total: 19,575 s.f. NCDEQ Permit Exclusion: 12,625 s.f.Lot 1 and 2 Existing Total:Lot 1 & 2 Impervious Total: 19,575 s.f. Lot 1 & 2 Impervious NET: 6,950 s.f. LANDSCAPE PLANT SCHEDULE: RIBBON CURB(SEE DETAILS) ACCESSIBLESPACE, SIGN,AND AISLE(SEE DETAILS) PROPOSED SEPTICPANEL BLOCK TRENCHES(SEE SEPTIC PERMIT) PROPOSED PERVIOUSPAVEMENT (SEE DETAILS) 5-ft MIN. SIDEWALK, TYP. PROPOSED WELL BYOTHERS (SEE DETAILS) 6-FT SHADOWBOX FENCE IF EXISTING VEGETATION IS 100% OPAQUE,PROPOSED PLANTINGS MAY BE OMITTEDTO BE VERIFIED WITH ZONING INSPECTOR 10X70 SITE DISTANCETRIANGLES, TYP. 10X70 SITE DISTANCETRIANGLES, TYP.Rezoning Conditions (CZD) CB [Case Z24-05] i. The proposed rezoning’s principal use shall be limited to: AnimalGrooming Services, Contractor Office (with no outdoor storage),Offices for Private Business &Professional Activities, InstructionalServices & Studios, Personal Services, General Retail Sales, MinorVehicle Service Station, and Warehousing. ii. The attached shed that encroaches into the rear setback is to beremoved, bringing Dad’s Tire Store into compliance with requiredsetbacks. iii. A septic and well easement approved by New Hanover CountyEnvironmental Health shall be recorded with the register of Deedsguaranteeing access and maintenance for the existing septic systemand any future improvements. Environmental Health approval ofthe septic system and well shall be required prior to issuance ofconstruction permits for the flex commercial space. iv. Exterior lighting including luminaries and security lighting shall befully cutoff fixtures that are directed downward in compliance withFigures of the UDO. In no case shall lighting be directed at or abovea horizontal plane through the lighting fixture. v. The two Significant trees identified on the concept plan shall bepermanently retained on site. LANDSCAPE REQUIREMENTS: STREETYARD: ALONG CASTLE HAYNE ROAD (25-SF PER FRONTAGE LENGTH)SIDE: TYPE A, OPTION 1 TRANSITIONAL BUFFERREAR: TYPE A, OPTION 1 or 3 TRANSITIONAL BUFFER STREETYARD: REQUIRED: PROVIDED:LENGTH (FT): 92' 92' AREA (SF) (25-ft): 2300 2300CANOPY TREES (1 PER 600SF): 5 5UNDERSTORY TREES: 0 0SHRUBS (6 PER 600SF): 30 30 SIDE YARD: PROVIDED:TOTAL PERIMETER LENGTH (FT): 140CANOPY TREES: 4UNDERSTORY TREES: 12SHRUBS: 23 REAR YARD WITH FENCE: PROVIDED:TOTAL PERIMETER LENGTH (FT): 150CANOPY TREES: 5UNDERSTORY TREES: 15SHRUBS: 0NOTE: OWNER WANTS FENCE ON PROPERTY LINE AND SEPTIC SYSTEMREQUIRES ENCROACHMENT INTO BUFFER FOR SOILS FOUNDATIOn PLANTS (FRONT FACE)REQUIRED:PROVIDED:LONG BUILDING FACE (SF): 25x60 = 1500 sfPLANTING AREA (SF): 180 320 TREE REMOVAL: REGULATED TREE SPECIES FOR REMOVAL: 0SIGNIFICANT TREE SPECIES FOR REMOVAL: 0MITIGATION OF SIGNIFICANT: 0MITIGATION CREDITS FOR TREES SAVED: 0STD. MITIGATION (15 TREES PER DIST. AC): 15*0.5 ac = 7.5 TREES Disturbed Acreage± (0.50 ac.) 4. No light poles are proposed. Only fully-cutoff fixtures are proposed at the entrance doors and garages.Building Inspections to review cutoff fixtures during review. 4. No ground signs are proposed. Signage to be permitted by Building Inspections. EXISTING WELL TOBE ABANDONED MEMORANDUM To: New Hanover County Technical Review Committee Date: March 18, 2025 Subject: Masonboro Commons Starbucks (SITECN-25-000063) NCDOT Projects: •N/A WMPO 2045 MTP Projects: •N/A New Hanover County Projects: •2024 Bicycle & Pedestrian Priorities Plan Amendment proposed project: Carolina Beach Road South (US 421) paved multi-use path from Monkey Junction to Snows Cut Bridge. TIA: A TIA for the proposed Masonboro Commons Starbucks was approved with conditions by the WMPO on February 28th, 2025. All improvements outlined in the approved TIA are required. Please reach out to Abby Lorenzo (Abigail.Lorenzo@wilmingtonnc.gov) and Caitlin Cerza (Caitlin.Cerza@wilmingtonnc.gov) if any questions arise related to the TIA. The TIA approval with conditions letter will be attached to these comments. February 28, 2025 Jeff Hochanadel, PE, PTOE Timmons Group 5410 Trinity Road, Suite 102 Raleigh, NC 27607 RE: Approval with conditions for the Traffic Impact Analysis (TIA) associated with the proposed Masonboro Commons Starbucks development in New Hanover County, NC Dear Mr. Hochanadel, The WMPO has coordinated the review of the Masonboro Commons Starbucks TIA (sealed February 4, 2025) 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 2025 and will consist of: Build Year 2025 • 2,500 SF Starbucks with Drive Thru (Local Data) The following improvements are required for this development: US 421 (Carolina Beach Road) at Site Access 1 (existing unsignalized right-in/right-out) • No improvements are required. US 421 (Carolina Beach Road) at SR 1524 (Golden Road)/Site Access 2 (existing signalized intersection) • Extend the northbound left turn lane on US 421 (Carolina Beach Road) to provide 450 feet of full width storage and appropriate deceleration and taper lengths. 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 NCDOT, WMPO, and New Hanover County, in which instance this approval would become null and void. Approval with Conditions for the Masonboro Commons Starbucks Traffic Impact Analysis – New Hanover Page 2 of 2 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) 341-7890 with any questions regarding this approval. Sincerely, Abby Lorenzo, MPA Deputy Director Wilmington Urban Area MPO Ec: Ben Hughes, PE, District Engineer, NCDOT Jon Roan, Deputy District Engineer, NCDOT Michael Bass, Assistant District Engineer, NCDOT Frank Mike, Assistant District Engineer, NCDOT Madi Lee, PE, Development Review Engineer, NCDOT Stonewall Mathis, PE, Division Traffic Engineer, NCDOT Bryce Cox, Senior Assistant Traffic Engineer, NCDOT Nick Drees, Engineering Specialist, NCDOT Robert Farrell, Development Review Supervisor, New Hanover County New Gatehouse – 3905 Castle Hayne Rd– TRC Review Page | 1 To: Lars Helgeson, GE Aviation LLC From: Ryan Beil, Development Review Planner Date: April 2nd, 2025 TRC PID#: R01700-001-016-000 Egov# SITECN-25-000062 Subject: 3905 Castle Hayne Rd- New Gatehouse - TRC Review The following comments have been received for the April, 2nd 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 I2 2. UDO Section 5.1, Parking and Loading a. There is only 1 parking space required due to the square footage of the building, and there are 17 parking spaces provided. 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. There appears to be two trees being removed, an 18” Magnolia and a 24” Sycamore, please confirm, and submit a Tree Removal Permit if you have not already done so. b. There is 84” of mitigation required, which you have met. New Gatehouse – 3905 Castle Hayne Rd– TRC Review Page | 2 c. 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. Landscaping looks good, except for the required parking lot landscaping which is not provided. 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. There appears to be three light poles proposed for the site, please confirm 7. UDO Section 5.6, Signs a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the UDO for standards. 8. UDO Section 5.7, Conservation Resources a. There are no Conservation Resources on the site, and the site is predominantly Urban and Developed Land with also some Pine Forest present. 9. UDO Article 9, Flood Damage Prevention a. This property is not located in a floodplain. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Finals required 2. Portable Fire extinguishers required per NFPA 10 3. Follow Chapter 33 - Safety During Construction & Demolition 4. Any fire alarm work requires proper permitting NHC Soil & Water Conservation, Dru Harrison 910-798-7135 1. Comments are attached New Gatehouse – 3905 Castle Hayne Rd– TRC Review Page | 3 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. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Rebuild of Guard House must reconnect to public sewer system. NHC Addressing, McCabe Watson 910-798-7068 1. If an additional address is requested by the permitting department or utilities, please contact me for an address assignment. 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 available; there is no CFPUA sewer available. NCDOT, Nick Drees 910-343-3915 1. Comments are attached WMPO, Greer Templer 910-341-0107 1. We have no comments as they are redeveloping their north gate where one already exists, no new buildings are being constructed, and no new traffic will be generated directly due to this project. While there will be roadway improvements, the implications are to GE’s internal operations and there does not seem be to impacts on the existing Thomas Edison Avenue connection to Castle Hayne Road per the site plan. If you have any thoughts or concerns, don’t hesitate to reach out and we could talk through this more in depth if you require any further information from us. Army Corps of Engineers, Brad Shaver 910-251-4611 1. A jurisdictional determination has been completed by GE but this gate improvement appears to fall just outside the waters of the US limits, no comment. New Gatehouse – 3905 Castle Hayne Rd– TRC Review Page | 4 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 (3905 Castle Hayne Rd) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Ba Bayboro loam 0.2 0.2% Ls Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast Flatwoods 0.6 0.6% On Onslow loamy fine sand 7.2 6.5% Pn Pantego loam 48.0 43.3% Ur Urban land 52.8 47.6% W Water 2.1 1.9% Totals for Area of Interest 110.9 100.0% Custom Soil Resource Report Soil Map (3905 Castle Hayne Rd) 38 0 16 0 0 38 0 17 0 0 38 0 18 0 0 38 0 19 0 0 38 0 20 0 0 38 0 21 0 0 38 0 22 0 0 38 0 23 0 0 38 0 24 0 0 38 0 15 0 0 38 0 16 0 0 38 0 17 0 0 38 0 18 0 0 38 0 19 0 0 38 0 20 0 0 38 0 21 0 0 38 0 22 0 0 38 0 23 0 0 230000 230100 230200 230300 230400 230500 230600 230700 230800 230900 231000 231100 231200 231300 230 000 230 100 230 200 230 300 230 400 230 500 230 600 230 700 230 800 230 900 231 000 231 100 231 200 231 300 34° 19' 40'' N 77 ° 56 ' 5 ' ' W 34° 19' 40'' N 77 ° 55 ' 10 ' ' W 34° 19' 10'' N 77 ° 56 ' 5 ' ' W 34° 19' 10'' N 77 ° 55 ' 10 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS841800Feet Soil Map may not be valid at this scale. Meters 0 300 600 1200 0 50 100 200 300 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, March 24th, 2025 FROM: Dru Harrison, Director RE: I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Lynchburg fine sand (Ls), Pantego loam (Pn), Bayboro loam (Ba), Onslow loamy fine sand (On), and Urban land (Ur). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability, Lynchburg and Onslow are Class II soils, and Bayboro and Pantego are Class III soils. The Soil Survey of New Hanover County lists Lynchburg and Onslow as somewhat poorly drained, and Bayboro and Pantego as very poorly drained. Pantego soils are on the New Hanover County Hydric Soils Ä list which means they are possibly wetland areas and subject to regulation under the Clean Water Act. Lynchburg is on the Hydric Soils “B” list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all 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: March 20, 2025 Subject: GE Aerospace North Gate – 3905 Castle Hayne Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: x 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. x 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.” x 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. Show and label all gates with distances to the right of way line. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION CA S T L E H A Y N E R D GE AEROSPACEPROPERTY BOUNDARY SLEDGE R D M C D O U G A L D D R HERMITAGE RD I-140 PROJECT LOCATION LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LOD LOD ISSUE/REVISION DESCRIPTIONYREV D M DR. ENG. SCALE HORIZONTAL: SCALE VERTICAL: SHEET TITLE: PROJECT: DATE: SHEET NO. REVISION NO. PROJECT NO.: APPROVED BY:RS C 02.28.2025 GE AEROSPACENORTH GATE IMPROVEMENTS WILMINGTON, NORTH CAROLINA 6260230100 A 29 01 2025 ISSUED FOR REVIEW - DRAFT CP DRAWN BY: CP REVIEWED BY: RS SEAL: SEAL: WSP USA INC.5710 OLEANDER DRIVE, SUITE 110WILMINGTON, NC 28403TEL: (910) 452-1185LICENSURE: NC ENG: F-0165 NC GEOLOGY: C-557 RS ENGINEER:CLIENT: 3905 CASTLE HAYNE RD. CASTLE HAYNE, NC 28429 B 05 02 2025 ISSUED FOR REVIEW - FINAL CP RS C 28 02 2025 ISSUED FOR PERMIT CP RS COVER SHEET C1.0 N/A N/A GE AEROSPACE - NORTH GATE IMPROVEMENTS 3905 CASTLE HAYNE RD.,CASTLE HAYNE, NC 28429 ISSUED FOR PERMIT FEBRUARY 28, 2025 SHEET INDEX1SCALE: 1" = 250'AERIAL SITE MAP2PROJECT INFORMATION3 SCALE: 1 MILEVICINITY MAP4 OWNER: GE AEROSAPCECONTACTS: LARS HELGESONPHONE: (781) 248-7981 EMAIL: LARS.HELGESON@GEAEROSPACE.COM ENGINEER: WSP USA INC.5710 OLEANDER DRIVE, SUITE 110 WILMINGTON, NC 28403CONTACT: RYAN SPIKER, PE PHONE: (910) 279-9000EMAIL: RYAN.SPIKER@WSP.COM Know what's below. Call before you dig. R SURVEYOR:WSP USA INC. 1001 WADE AVE. SUITE 400RALEIGH, NC 27605CONTACT: JAY DECOURSEY, PLSPHONE: (828) 640-6397EMAIL: JAY.DECOURSEY@WSP.COM PROJECT AREA CAS T L E H A Y N E R D . I-140 SLE D G E R D . I-140 SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C2.0 GENERAL NOTES C3.0 EXISTING CONDITIONS C4.0 DEMOLITION PLAN C5.0 SITE PLAN C6.0 EROSION CONTROL PHASE 1 C7.0 EROSION CONTROL PHASE 2 C8.0 GRADING AND DRAINAGE PLAN C9.0 UTILITY PLAN C10.0 SITE DETAILS C10.1 SITE DETAILS C10.2 SITE DETAILS C11.0 EROSION CONTROL DETAILS C11.1 EROSION CONTROL DETAILS C12.0 GRADING AND DRAINAGE DETAILS C13.0 NCG01 DETAILS E: 2324835.038EL:27.658'TRV FLY 92803N: 209994.221'E: 2324893.750'EL:27.924'TRV FLY X X X X X X X X X X 18" SYCAMORE 18" GUM 36" OAK 26" SYCAMORE 30" SYCAMORE 20" MAGNOLIA 26" MAGNOLIA 20" GUM 32" PINE 24" GUM 24" OAK 14" OAK 36" PINE 8" OAK 26" OAK 28" OAK 32" OAK 10" SYCAMORE 8" SYCAMORE THOMAS E D I S O N A V E N U E CA S T L E H A Y N E R O A D STREAM 8 7 2 GUARD HOUSE E: 2324835.038EL:27.658'TRV FLY 92803N: 209994.221'E: 2324893.750'EL:27.924'TRV FLY X X X X X X X X X X 18" SYCAMORE 18" GUM 36" OAK 26" SYCAMORE 30" SYCAMORE 20" MAGNOLIA 26" MAGNOLIA 20" GUM 32" PINE 24" GUM 24" OAK 14" OAK 36" PINE 8" OAK 26" OAK 28" OAK 32" OAK 10" SYCAMORE 8" SYCAMORE THOMAS E D I S O N A V E N U E CA S T L E H A Y N E R O A D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD L O D LO D LO D L O D LO D LO D LO D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD R30.00' R50.00' R5.50'R100.00' R25.00' R25.00' R20.00'R35.00' R10.00' R5.00' R60.00'28.0 0 ' 24.00' 24. 0 0 ' 8.00'8.00'9.00' 18.0 0 ' 8.00' 8.00' 14.00' 42. 7 9 ' 35. 6 6 ' 5' PERSON GATE PROPOSEDMAIL VESTIBULE MILL AND REPAVE FULL DEPTHREPAIR PROPOSED 12" PIPECOLLAR EXTENSIONRIPRAP OUTLETPROTECTION PA-3 PA-2 PA-2 PA-2 SF-4 PA-4 PA-6 PA-2 PA-1 SF-2 SF-2 SF-5 PA-5 PA-5 SF-1 SF-3 SF-3 SF-3 PROPOSED SIGN TO READ:"ALL TRUCK TRAFFIC TOKEEP RIGHT. VISITORPARKING SECOND RIGHT." DOUBLE YELLOW CENTERLINEPAVEMENT MARKING TO TIETO EXISTING PAVEMENTMARKINGS MC (TYP) ISSUE/REVISION DESCRIPTIONYREV D M DR. ENG. SCALE HORIZONTAL: SCALE VERTICAL: SHEET TITLE: PROJECT: DATE: SHEET NO. REVISION NO. PROJECT NO.: APPROVED BY:RS C 02.28.2025 GE AEROSPACENORTH GATE IMPROVEMENTS WILMINGTON, NORTH CAROLINA 6260230100 A 29 01 2025 ISSUED FOR REVIEW - DRAFT CP DRAWN BY: CP REVIEWED BY: RS SEAL: SEAL: WSP USA INC.5710 OLEANDER DRIVE, SUITE 110WILMINGTON, NC 28403TEL: (910) 452-1185LICENSURE: NC ENG: F-0165 NC GEOLOGY: C-557 RS ENGINEER:CLIENT: 3905 CASTLE HAYNE RD. CASTLE HAYNE, NC 28429 B 05 02 2025 ISSUED FOR REVIEW - FINAL CP RS C 28 02 2025 ISSUED FOR PERMIT CP RS SITE PLAN C5.0 N/A 1"=20' GENERAL INFORMATION PARCEL ADDRESS PARCEL OWNER KEY NOTES PAVEMENT DETAIL REFERENCE PA-1 CONCRETE PAVING (TYP.)3/ C10.0 PA-2 LIGHT DUTY ASPHALT PAVING (TYP.)2/ C10.0 PA-3 HEAVY DUTY ASPHALT PAVING (TYP.)1/ C10.0 PA-4 5' CONCRETE SIDEWALK 4/ C10.0 PA-5 PAVEMENT MARKINGS 8/ C10.0 PA-6 HIGH VISIBILITY CROSSWALK SITE FURNISHINGSSF-1 ADA SIGNAGE 1 C10.1 SF-2 BOLLARD 7/ C10.0 SF-3 WHEEL STOPS 6/ C10.0 SF-4 CHAIN LINK FENCING 1,2,3/ C10.2 SF-5 RELOCATED KEY CARD READER CURRENT ZONING PROJECT DATA PROPOSED NEW IMPERVIOUS IN LOD TOTAL IMPERVIOUS (EXISTING TO REMAIN + PROPOSED) EXISTING IMPERVIOUS WITHIN LOD TOTAL PARKING (INCLUDES 2 ADA SPACES)17 INDUSTRIAL (I-2) GE AEROSPACE 26,643 SF 3901 CASTLE HAYNE RD 0 SCALE: 1"=20' (Horiz.) 40'20'20' SURFACE MATERIAL LEGEND CONCRETEPAVING HEAVY DUTYASPHALT PAVING R01700-001-016-000PARCEL ID NUMBER TOTAL PROJECT AREA 1.29 ACRES 11,305 SF 37,948 SF LIGHT DUTYASPHALT PAVING VEGETATION LEGEND PROPERTY LINE EXISTING CHAIN LINK FENCEX EXISTING EDGE OF PAVEMENT EXISTING STORM PIPE PROPOSED EDGE OF PAVEMENT PROPOSED CHAIN LINK FENCE EXISTING ASPHALT TO BEMILLED AND RESURFACED T-4 T-11 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL) YELLOW SINGLE CENTER (4", 90 MIL) PAVEMENT MARKING LEGEND T-13 YELLOW DOUBLE CENTER (4", 90 MIL) T-72 STRAIGHT ARROW (90 MIL) T-74 COMBO. RIGHT/STRAIGHT ARROW (90 MIL) MYRICA CERIFERA (MC) ASMW Quadruplexes – Preliminary Plan – TRC Review Page | 1 To: Adam Louis Sisk, Founder, ASMW Properties, LLC, From: Amy Doss, Associate Planner Date: April 2, 2025 TRC Review PID#: R08500-002-022-000 Egov# SUBPP-25-0019 Subject: ASMW Quadruplexes - Preliminary Plan TRC Review The following comments have been received for the April 2, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Amy Doss 910-798-7571 1. General Comments a. Property was rezoned to (CZD) RMF-M on September 7, 2021. Case number Z21-10, please reference the case on page C200 with note 6. Aside from the approved concept plan, no conditions were placed on the rezoning. b. Performance subdivision. i. Density allowed per rezoning case Z21-10 is 10.7 du/ac or 16 units. Density maximum is met with 16 units shown. c. Staff recommends including the location of traffic calming devices on the preliminary plans. Installation of traffic calming devices are not required, but including potential locations on the plan ensures the future HOA / owners will have the opportunity to install them without conducting a traffic study. 2. UDO Section 5.1, Parking and Loading a. Parking requirements have been met. Two off street spaces are required and have been provided for each dwelling unit. 3. UDO Section 5.2, Traffic, Access and Connectivity ASMW Quadruplexes – Preliminary Plan – TRC Review Page | 2 a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. b. Please submit a tree removal permit application when ready. 5. UDO Section 5.4, Landscaping and Buffering a. Type A opaque buffer required and provided. b. Please identify the location of the dumpster and provide a detail showing screening requirement has been satisfied, UDO Section 5.4.4.B.2. c. Please include a table for street yard standards, UDO Section 5.4.6.B. The landscape plan reflects a buffer yard along Carolina Beach Road. This should be a street yard instead. d. 15 trees per acre retained or planted requirement has been met. 6. UDO Section 5.5, Lighting a. Please note under 5.5.2.A that a lighting plan is not required for single-family residential projects and the county does not require streetlights however a lighting plan is required for any amenity area. 7. UDO Section 5.6, Signs a. Is any sign planned for the entrance for this development? If so, please note a sign easement on the preliminary plan so it can follow to final plat to be recorded. 8. UDO Section 5.8, Open Space Requirements a. Open space required is 0.3 acres (20% of 1.5 acres). Open space provided is 0.46. The open space requirement has been met. 9. UDO Article 6, Subdivision Design and Improvements. ASMW Quadruplexes – Preliminary Plan – TRC Review Page | 3 a. It appears that the private streets do not meet the minimum ROW/Travelway requirement. Please see below excerpt from the NCDOT Matrix Table for Private Road ROW Specifications: b. Utility easements are required to be a minimum of 15’. The site plan shows a 5’ public utility easement. Please amend the plan to reflect the requirements of UDO Section 6.2.2.A.5.a.3. c. Subdivision is exempt from the connectivity ratio due to existing adjacent developed property, UDO Section 6.2.2.A.7.g.7. d. Please show the location of mailbox kiosk, UDO Section 6.2.2.A.15. e. Please identify location of sidewalks on the site plan as required by UDO Section 6.3.3.J.1.f. f. Please include draft covenants for the POA with next submittal, if lots are for sale. NHC Fire Services, David Stone 910-798-7458 1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Building Safety. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. 2. 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 (Chapter 5), unless there are fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may increase this width as necessary based on potential for fire apparatus response. Dead end ASMW Quadruplexes – Preliminary Plan – TRC Review Page | 4 roads greater than 150 feet in length shall require an approved means for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local apparatus). 3. Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). 4. Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking is desired the minimum road width shall be increased, contact the fire code official for further information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall. 5. Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated during the Technical Review (TRC). 6. A fire low calculation indicating the available fire flow shall be submitted to the fire Marshal’s office during plans review. 7. 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. 8. 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. NHC Soil & Water Conservation, Dru Harrison 910-798-7138 1. Please see attached. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing issued by the County is required for this project. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. A County stormwater permit issued by the County is required for this project. Please indicate in plan view the anticipated location and size of the stormwater control measure (SCM). Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. 3. Please contact the State DEQ office for the stormwater permit requirements. 4. The grading and SCM design outfall into the NCDOT ROW with an increased drainage area, as the existing drainage patterns split the parcel drainage to either the west or the ROW. This may result in additional storm attenuation requirements by NCDOT. Please contract NCDOT drainage department prior to submitting for County and State stormwater permits. ASMW Quadruplexes – Preliminary Plan – TRC Review Page | 5 5. Should the grading design result in pond outfall to the west and based on the known drainage deficiencies to the west, 100-year storm attenuation will be required. 6. Reconfiguration of the storm sewer system near the front entrance is recommended to avoid a change flow path change of greater than 90 degrees. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public sewer. Proposed infrastructure does not violate setbacks to any surrounding properties septic systems. NHC Sustainability Manager, Madelyn Wampler 910-798-7175 1. No comments at this time. NHC Addressing, McCabe Watson 910-798-7068 1. Please contact me with street name proposals prior to TRC approval. 2. Each unit will need its own individual address, please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. No CFPUA water and sewer available. 3. Plans show connection to NC Aqua. NCDOT, Nick Drees 910-343-3915 1. Please see attached. WMPO, Greer Templer 910-341-0107 1. Please see attached. Army Corps of Engineers, Brad Shaver 910-251-4611 1. The Corps has no records from this site. 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 March 19, 2025 Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Bp Borrow pits 0.6 38.6% Wa Wakulla sand, 1 to 8 percent slopes 1.0 61.4% Totals for Area of Interest 1.6 100.0% 7578 Carolina Beach Road Soil Map 37 7 33 2 0 37 7 33 3 0 37 7 33 4 0 37 7 33 5 0 37 7 33 6 0 37 7 33 7 0 37 7 33 8 0 37 7 33 9 0 37 7 34 0 0 37 7 34 1 0 37 7 33 1 0 37 7 33 2 0 37 7 33 3 0 37 7 33 4 0 37 7 33 5 0 37 7 33 6 0 37 7 33 7 0 37 7 33 8 0 37 7 33 9 0 37 7 34 0 0 232 430 232 440 232 450 232 460 232 470 232 480 232 490 232 500 232 510 232 520 232 530 232 540 232 550 232 560 232 570 232430 232440 232450 232460 232470 232480 232490 232500 232510 232520 232530 232540 232550 232560 232570 34° 4' 2'' N 77 ° 53 ' 57 ' ' W 34° 4' 2'' N 77 ° 53 ' 51 ' ' W 34° 3' 59'' N 77 ° 53 ' 57 ' ' W 34° 3' 59'' N 77 ° 53 ' 51 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 30 60 120 180Feet010204060Meters 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, March 19th, 2025 FROM: Dru Harrison, Director RE: I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Wakulla sand (Wa) and Borrow pits (Bp). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability, Wakulla is a Class I soil. The Soil Survey of New Hanover County lists Wakulla as somewhat excessively drained and Borrow pits as moderately well drained. 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: March 20, 2025 Subject: ASMW Quadruplexes – 7578 Carolina Beach Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Hydraulic calculations and associated plan sheets will need to be submitted for the site. x This will be reviewed by the NCDOT Hydraulics Unit. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: x 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. x 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.” x 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 ^ D t D h > d / Ͳ & D / > z , K D ^ ϳϱ ϳ ϴ Ă ƌ Ž ů ŝ Ŷ Ă Ğ Ă Đ Ś Z Ž Ă Ě tŝ ů ŵ ŝ Ŷ Ő ƚ Ž Ŷ ͕ E Ϯ ϴ ϰ ϭ Ϯ ^ŚĞĞƚdŝƚůĞ͗ ^ŚĞĞƚEŽ͗ ZĞǀŝƐŝŽŶƐ͗ ĂƚĞ͗ WƌŽũĞĐƚŶŽ͗ ^ĞĂůƐ͗ ŽƌƉ͘EůŝĐĞŶƐĞ͗&ͲϭϯϮϬ ϭϳϮϱͲϱϬϬϲϳϳ ϬϮ͘ϮϬ͘ϮϬϮϱ ^ĞĂůƐ͗ Eůŝ &ϭϯϮϬ Owner/Applicant Project Team ASMW MULTI-FAMILY HOMES 7578 CAROLINA BEACH ROAD, WILMINGTON, NORTH CAROLINAFINAL DESIGN - NOT FOR CONSTRUCTION AMSW PROPERTIES, LLC 708 MONROE AVENUECAROLINA BEACH, NC 28428 Project Team Landscape Architect & Civil Engineer COVER C001 Site Overview Map (Not to Scale)Vicinity Map LOCATION MAP NOT TO SCALE DAVETTE L A N E CAPESIDE DRIVE CAR O L I N A B E A C H R O A D U S - 4 2 1 N SEABR E E Z E R O A D Sheet #Description Rev # Date Seal Date C001 COVER SHEET 1 C002 GENERAL NOTES & LEGEND 1 C100 EXISTING CONDITIONS AND DEMOLITION PLAN 1 C200 SITE PLAN 1 C300 STORMDRAIN PLAN 1 C301 GRADING PLAN 1 C302 INITIAL EROSION CONTROL PLAN 1 C303 FINAL EROSION CONTROL PLAN 1 C304 WET POND #1 DETAILS 1 C401 OFFSITE UTILITY PLAN & PROFILE 1 C500 EROSION CONTROL DETAILS 1 C501 EROSION CONTROL DETAILS 1 C502 EROSION CONTROL DETAILS 1 C503 SITE DETAILS 1 C504 UTILITY DETAILS 1 C505 UTILITY DETAILS 1 C506 STORMDRAIN DETAILS 1 C600 LANDSCAPE PLAN 1 Index of Drawings C507 UTILITY DETAILS PUMP STATION DETAILS C508 PUMP STATION DETAILS C509 1 1 1 1 C400 OVERALL UTILITY PLAN C402 ONSITE UTILITY PLAN & PROFILE 1 N=117117.7792E=2333484.6430 EIPD EIP EIP NIP 14''Pine 14''Pine 15''Pine 12''Pine 17''Pine 12''Pine 16''Pine N=117123.6310E=2333808.1102 NIP 2 ϭϬΖ h & & Z ϮϬ Ζ ^ d < ϮϬΖ^d< ϭϬΖh&&Z KWE^W ϮϬ͕ϭϵϯ^&ц ϱ Ϯ ϭϰϯϲϴϳ ϭϲϭϱϭϰϭϯ ϰ͕ϯϴϳ^& ϰhE/dͲDh>d/Ͳ&D/>z Z^/E&&͗ϭϰ͘ϬϬ ϭϮϭϭϭϬϵ ϰ͕ϯϴϳ^& ϰhE/dͲDh>d/Ͳ&D/>z Z^/E &&͗ϭϰ͘ϬϬ ^D ;tdWKEͿ ϰ͕ϬϲϬ^& ϰhE/dͲDh>d/Ͳ&D/>zZ^/E &&͗ϭϰ͘ϬϬ ϰ͕ϬϲϬ^& ϰhE/dͲDh>d/Ͳ&D/>z Z^/E&&͗ϭϰ͘ϬϬ ϭϬΖh&&Z ϮϬΖ ^ d < ϭϬΖ h & & Z ϮϬΖ^d< NORTH Know what's below. Call before you dig. 020 20ϭϬ SCALE: 1' = 20' 40 ^ D t D h > d / Ͳ & D / > z , K D ^ ϳϱ ϳ ϴ Ă ƌ Ž ů ŝ Ŷ Ă Ğ Ă Đ Ś Z Ž Ă Ě tŝ ů ŵ ŝ Ŷ Ő ƚ Ž Ŷ ͕ E Ϯ ϴ ϰ ϭ Ϯ ^ŚĞĞƚdŝƚůĞ͗ ^ŚĞĞƚEŽ͗ ZĞǀŝƐŝŽŶƐ͗ ĂƚĞ͗ WƌŽũĞĐƚŶŽ͗ ^ĞĂůƐ͗ ŽƌƉ͘EůŝĐĞŶƐĞ͗&ͲϭϯϮϬ ϭϳϮϱͲϱϬϬϲϳϳ ϬϮ͘ϮϬ͘ϮϬϮϱ ^ĞĂůƐ͗ Eůŝ &ϭϯϮϬ SITE PLAN C200 SITE DATA: 1. PARCEL ID: R08500-002-022-000 2. PROJECT ADDRESS:7578 CAROLINA BEACH ROADWILMINGTON, NC 28412 3. PROPERTY DEED AND PLATDB: 6520 PG: 676MB: - PG: - 4. OWNER:ASMW PROPERTIES, LLC708 MONROE AVENUECAROLINA BEACH, NC 28428 5. LAND USE:CURRENT LAND USE - VACANTPROPOSED LAND USE - MULTI-FAMILY RESIDENTIAL 6. ZONING - NEW HANOVER COUNTY: (CZD) RMF-M - RESIDENTIAL MULTI-FAMILY MODERATE DENSITY 7. PARCEL ACREAGE: 1.50 AC 8. BUILDING SETBACKS:ALL SIDES: 20 FEET 9. BUILDING SIZE: 4,387 SF (2 BUILDINGS)4,060 SF (2 BUILDINGS) 10. BUILDING HEIGHT: MAX. 3 STORIES 11. PARKING REQUIREMENTS (PER UDO):RESIDENTIAL MULTI-FAMILY (16 DWELLING UNITS W/ 2+ BEDROOMS)REQUIRED: 2 SPACE PER 1 DWELLING UNIT MIN.32 SPACESPROVIDED: 32 SPACES 12. TRAFFIC IMPACT (PER ITE) - BY OTHERS:ITE LAND USE: RESIDENTIAL TOWNHOUSE (230)TRIP GENERATION USE: PER DWELLING UNIT (16 DWELLING UNITS)AM PEAK HOUR TRIPS: 7PM PEAK HOUR TRIPS: 8 13. OPEN SPACE REQUIREMENTS (PER UDO):REQUIRED : 1.50 AC X 20% = 0.30 ACPROVIDED: 0.46 AC (20,193 SF) 14. FEMA FLOOD ZONE: ZONE X (FIRM PANEL 3720313100K) GENERAL NOTES: 1. SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.2. SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN. ^dEZhdz^W,>dWs/E';ZKͿ;dzWͿ ^dEZhdzKEZdWs/E';Z/stzWZKEͿ;dzWͿ ϳϬΖyϭϬΖ^/',ddZ/E'> ϮϬΖ ϮϬ Ζ ;d z W Ϳ ϭϮ͘ϰΖ ;dzWͿ Ϯϱ Ζ ;d z W Ϳ 'Zs>;WhDW^dd/KEͿ;dzWͿ ϮϮΖ;dzWͿ ϮϬ͘ϱΖ;dzWͿ ϭϳ Ζ ;d z W Ϳ ϮϰΖ;dzWͿ ϯϴΖ;dzWͿϭϴΖ ;d z W Ϳ ϵϲΖ ϰϱ Ζ ϯϱΖ ϯϱ Ζ ϲΖ ϭϬΖ ϭϮΖ ^dEZhdzKEZdWs/E' ;WhDW^dd/KE^^Ϳ;dzWͿ >EKhd;dzWͿ ^E/dZz^tZDE,K>;dzWͿ ^dKZD^tZZKW/E>d;dzWͿ Zϯ Ϭ Ζ ϮϰΗZWZ/stzh>sZd Ϯϱ Ζ ;d z W Ϳ ϮϮΖ;dzWͿϲΖ ϮϬΖ;dzWͿ Zϭ ϱ Ζ ZϭϱΖ ϮϰΖ;dzWͿ y/^d/E'ϮϬΖZ/E'^DEd WZ/DdZ&E/E';D/E͘ϲΖ/E,/',dͿ;dzWͿ ϮϮΖ ;dzWͿ ϴϴΖ ϴϴΖ ϵϲΖ ϰϱ Ζ ϱϯ Ζ ϱϯ Ζ ZϯϬΖ ϰϭΖ;dzWͿ KEZd Wd/K;dzWͿ ϭϬΖ;dzWͿ ϲΖ ;dz W Ϳ ϯϬΖWh>/Zͬt ϱΖWh>/hd/>/dz^DEd ϱΖWh>/hd/>/dz^DEd ϯϬΖWh>/Zͬt ϭϬ ϭϬ ϵϵ ϭϭ ϭϮ ϭϬ ϴϵ ϭϭ ϭϮ ϭϯ ϭϰ ϭϮ ϭϬ ϭϬϭϬ ϭϭ ϭϭ ϭϭ ϭϮ ϭϯ ϵ ϴ ϭϮ ϭϬ ϭϭ ϭϮ ϭϭ ϭϭϭϮ W W W W W W W W W W W W W W W IE IN 8.51 IE OUT 8.59 32-LF 24" RCP ϭϯ ϭϯ ϭϯ ϭϬΖ h & & Z ϮϬ Ζ ^ d < ϮϬΖ^d< ϭϬΖh&&Z ϱ Ϯ ϭϰϯϲϴϳ ϭϲϭϱϭϰϭϯϭϮϭϭϭϬϵ ϱ ϭϬ ϯ ϰ ϲ ϳ ϴ ϵ ϭϭ ϭϮ ϭϯ ϱ ϰ ϲ ϳ ϴ ϭϰϭϰ ϭϭϭϮϭϯ ϭϰ ϭϮϭϯ ϭϰ ϭϬΖh&&Z ϮϬΖ ^ d < ϭϬΖ h & & Z ϮϬΖ^d< &^ϭϬϬZ/DϭϬ͘ϴϯ//E^tϴ͘ϱϬ /ϭϬϭZ/DϭϮ͘ϲϴ/KhdEϴ͘ϴϱ //Etϴ͘ϵϱ//Eϴ͘ϵϱ /ϭϬϮZ/DϭϮ͘ϲϴ/Khdϵ͘ϵϳ//E^ϭϬ͘Ϭϳ K^ϯϬϭZ/DϭϮ͘ϱϬ/KhdEϴ͘ϳϱ &^ϯϬϬZ/DϭϬ͘ϴϯ//E^tϴ͘ϱϬ /ϭϬϰZ/Dϭϭ͘ϵϲ/Khdtϵ͘ϰϴ zϭϬϱ Z/DϭϮ͘ϱϬ/KhdEϭϬ͘ϴϯ//EtϭϬ͘ϴϯ //EϭϬ͘ϴϯ zϭϬϲZ/DϭϮ͘ϱϬ/Khdϭϭ͘ϭϱ zϭϬϳZ/DϭϮ͘ϱϬ /Khdtϭϭ͘ϭϱ /ϭϬϯZ/Dϭϯ͘ϮϬ/KhdEϭϬ͘ϳϮ//E^ϭϬ͘ϳϮ &^ϮϬϬZ/Dϯ͘Ϭϴ//EEtϴ͘ϳϱ zϮϬϭZ/DϭϮ͘ϵϳ /Khd^ϵ͘Ϭϲ//Etϵ͘ϱϲ zϮϬϮZ/Dϭϯ͘Ϭϯ/KhdϭϬ͘Ϭϲ//EtϭϬ͘ϱϲ zϮϬϯZ/Dϭϯ͘ϭϵ/KhdϭϬ͘ϴϯ 65 - L F 15 " R C P @ 1 . 0 0 % 102-LF18" RCP @1.00% 41-LF 24" R C P @ 0 . 8 5 % 53-LF 24" RCP @ 0 . 4 7 % 71-LF15" RCP @ 0 . 7 5 % 64-LF8" PVC @0.50% 64-LF8" PVC @0.50% 21-LF12" PVC @0.52% 98-LF12" PVC @0.51%54-LF12" PVC @0.50% 30-LF12" PVC @1.05% NORTH Know what's below. Call before you dig. 020 20ϭϬ SCALE: 1' = 20' 40 ^ D t D h > d / Ͳ & D / > z , K D ^ ϳϱ ϳ ϴ Ă ƌ Ž ů ŝ Ŷ Ă Ğ Ă Đ Ś Z Ž Ă Ě tŝ ů ŵ ŝ Ŷ Ő ƚ Ž Ŷ ͕ E Ϯ ϴ ϰ ϭ Ϯ ^ŚĞĞƚdŝƚůĞ͗ ^ŚĞĞƚEŽ͗ ZĞǀŝƐŝŽŶƐ͗ ĂƚĞ͗ WƌŽũĞĐƚŶŽ͗ ^ĞĂůƐ͗ ŽƌƉ͘EůŝĐĞŶƐĞ͗&ͲϭϯϮϬ ϭϳϮϱͲϱϬϬϲϳϳ ϬϮ͘ϮϬ͘ϮϬϮϱ ^ĞĂůƐ͗ Eůŝ &ϭϯϮϬ STORMDRAINPLAN C300 PRE-DEVELOPMENT IMPERVIOUS AREA BUILDINGS: 0 SF 0.00 AC PARKING / DRIVES: 0 SF 0.00 AC SIDEWALKS: 0 SF 0.00 AC OTHER: 0 SF 0.00 AC TOTAL:0 SF 0.00 AC TOTAL PROP. AREA:65,340 SF 1.50 AC % IMPERVIOUS:0.0 % POST-DEVELOPMENT IMPERVIOUS AREA BUILDINGS:16,894 SF 0.39 AC PARKING / DRIVES:15,509 SF 0.36 AC SIDEWALKS: 0 SF 0.00 AC OTHER:1,405 SF 0.03 AC OFF-SITE 0 SF 0.00 AC TOTAL:33,808 SF 0.78 AC TOTAL PROP. AREA:65,340 SF 1.50 AC % IMPERVIOUS:51.7 % GENERAL NOTES: 1. SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.2. SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.3. SEE SHEET C200 FOR SITE PLAN. STORMWATER AND EROSION CONTROL: 1. A NCDEQ STORMWATER AND EROSION CONTROL PERMIT WILL BE REQUIRED FOR THE PROJECT.2. STREAM NAME: TELFAIRS CREEK3. STREAM INDEX: 18-87-31.5-14. RIVER BASIN: CAPE FEAR5. CLASSIFICATION: SC;Sw6. THERE ARE NO KNOW SURFACE WATERS OR WETLANDS WITHIN THE PROJECT BOUNDARY y/^d/E'ϮϬΖZ/E'^DEd ZKW/E>d;dzWͿ &>ZE^d/KE;dzWͿ ZKK&KEEd/KEdK^dKZD^tZ;dzWͿ ZKK&KEEd/KEdK^dKZD^tZ;dzWͿ zZ/E>d^t/d,Ϭ͘ϱΖ^hDW &KZWZͲdZdDEd;dzWͿ MEMORANDUM To: New Hanover County Technical Review Committee Date: March 20, 2025 Subject: ASMW Quadruplexes (SUBPP-25-0019) NCDOT Projects: • N/A WMPO 2045 MTP Projects: • N/A New Hanover County Projects: • 2024 Bicycle & Pedestrian Priorities Plan Amendment proposed project: Carolina Beach Road South 10’ paved multi-use path from Monkey Junction to Snows Cut Bridge. TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Single Family Attached Housing (215) 16 DUs 115 8 9