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Home My WebLink AboutHilton Bluffs TRC Comments - Compiled Hilton Bluffs – Major Subdivision – TRC Review Page | 1 To: Copper Builders, LLC, aengebretson@paramounte-eng.com From: Robert Farrell, Development Review Supervisor Date: November 19, 2025 PID#: R01700-001-004-007, R00900-001-001-000, R00900-001-002-000, R01710-001-014- 000, R01700-002-014-012, R01700-001-004-007, R01714-001-013-000 Egov# SUBPP-25-0033 Subject: Hilton Bluffs Subdivision – Preliminary Plan TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. Hilton Bluffs – Major Subdivision – TRC Review Page | 2 The following comments have been received for the November 19, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Planning, Robert Farrell, 910-798-7164 Compliance with local zoning requirements 1. General Comments a. A previous version of this project was reviewed by the TRC for the May 7, 2025, TRC meeting. The current project is substantially different from the previous application due to the increased unit count from 647 to 1,800 dwelling units and changes to the layout of the project. As a substantial modification, this 1,800-unit version of the project is considered a new submittal which restarts the permitting process. b. All parcels listed in the application are zoned RA, Rural Agricultural. c. The preliminary plan indicates that while the parcels total 4,038.98 acres, the proposed project area is 1,809.78 acres. The remaining acreage outside the 1,809.78 acres is not under consideration for any development or other request authorized by the Unified Development Ordinance as part of this application. d. While the application lists the unit type as detached single-family, Page C.2 of the preliminary plan lists information for multi-family apartments. Multi-family apartments are not permitted in the RA district. Please update the plans to reflect only detached single-family residential development. e. The project proposes a performance residential subdivision. i. Page C.2 lists setbacks for the RA district, however as a performance residential subdivision, the minimum building setbacks for zoning can be reduced or eliminated (except the 20-foot perimeter setback around the project). Will each residential lot be subject to the minimum setbacks of the RA district? ii. Section 3.2.4 states the maximum density for performance residential development is 1 dwelling unit per acre in the RA district meeting the RA district standards. iii. While the maximum allowed density is 1 dwelling unit per acre, the site includes areas of Class IV soils and wetlands that might be marshes. 1. The New Hanover County soils maps appear to correspond with the majority of the 984 acres of Class IV soils shown in the application. Hilton Bluffs – Major Subdivision – TRC Review Page | 3 However, the application materials indicate approximately 75 acres are no longer Class IV soils. a. Additional information is required from the applicant verifying the soil type(s) for those 75 acres. b. The applicant will need to conduct field verification of the boundaries and acreage of all the Class IV soils on site before a final determination or confirmation is given by staff about the location and extent of the Class IV soils. c. The final confirmation of unit count cannot be made until after the location and extent of Class IV soils, lakes, ponds, and marshes are verified on site. f. The preliminary plan shows the 20-foot building setback around the perimeter of the development meeting the requirement for performance residential subdivisions. g. Please clarify the intention of Development Note 13 on page C.2. A conceptual master plan for the entire 4,000+ acres had been included in previous submittals. The statement “The entire development shall be vested under the land development regulations in effect at the time of approval of this initial phase…” Is that statement referring to phase 1 as shown in the phasing plan for this 1,800-unit project or is that referring to a larger development for the remaining acreage? h. The northern portion of the project borders along a creek. A CAMA permit may be required for development. Compliance with CAMA requirements under the Division of Coastal Management is regulated and enforced by the state. The local government of New Hanover County does not have jurisdiction to enforce or regulate those state requirements. However, the project will be required to show proof of compliance with Coastal Management CAMA requirements through an approved permit or evidence from Coastal Management that no permit is required before any authorization to construct may be granted. Determinations by Coastal Management could result in changes to the developable area of the site and may require recalculation of the maximum allowed density based on those findings. i. Stated previously, the project proposes subdividing approximately 1,800 acres from a larger approximately 4,000-acre site. The plans include future connections to the remaining acreage shown below. Please elaborate on: i. Whether that will be a paved right-of-way or an unimproved easement? ii. Whether the roadway area shown outside of wetlands is being counted towards the density of the project? Hilton Bluffs – Major Subdivision – TRC Review Page | 4 iii. And how the access will be facilitated given the conservation requirements for the surrounding area. j. The plans label the waterway along the northern property line as “Broadwater Branch” which is also known as Sanders Mill Creek. Please provide clarification on the naming of that waterway. k. Staff recommend including the location of traffic calming devices on the preliminary plans. Installation of traffic calming devices is not required, but including potential locations on the plan ensures the future HOA / owners will have the opportunity to install them without conducting additional internal study after construction. 2. UDO Section 5.1, Parking and Loading a. Detached single-family homes require a minimum of two parking spaces per unit. If ultimately constructed, the parking for each lot will be verified during zoning compliance and building permit review as homes are constructed. b. The amenity center will need to be reviewed by TRC as a separate application. Parking for the amenity center will be reviewed as part of any future application request. Hilton Bluffs – Major Subdivision – TRC Review Page | 5 3. UDO Section 5.2, Traffic, Access and Connectivity a. A Traffic Impact Analysis (TIA) is currently under review by NCDOT and the WMPO. The plan may need to be updated to reflect the required improvements approved by NCDOT and the WMPO after the TIA is approved. b. 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. c. The project proposes access to Tall Oaks Drive which will require a bridge over the existing creek. Planning staff’s understanding is State, and possibly federal permits will be required for the construction of the bridge. Any future approval of the preliminary plan will be conditioned on the county receiving evidence the location of the bridge would be acceptable by other review and permitting agencies. d. The plan indicates some sections of the project might be gated. Is there a timeframe for when the locations of the gates will be identified so they can be reviewed as part of the project? 4. UDO Section 5.3, Tree Retention a. A separate tree removal permit is required before any trees may be removed from the project area. Parcels R00900-001-001-000 and R00900-001-002-000 are subject to a Forest Management Plan. The Forest Management Plan and any supplemental information related to the location, species and size of trees may be used as evidence of existing trees on site for the purpose of a tree removal permit. While not a part of the subdivision under review, it is important to note a tree survey for the parcels labeled “Future Development This Parcel Area Not Included in Density Calculation” will be required before any trees are removed on those parcels. b. While trees cannot be removed from conservation spaces, staff also recommend preserving existing trees in any non-conservation open space where possible such as around the amenity area in compliance with Section 6.3.1.5 Existing Flora. 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 Hilton Bluffs – Major Subdivision – TRC Review Page | 6 a. Page C.2 includes Landscaping & Buffering Notes stating the site is surrounded by water and wetlands on three sides. Similar to the other information requested related to gross and net site acreage, please clarify the description of the property. b. The note also states selective clearing to remove dead /dying material will occur in the wetland areas. Please see the conservation requirements discussed for this project, additional information related to the clearing would be required to ensure the work meets the conservation standards. c. Landscaping and buffering for the amenity areas will be reviewed through a separate TRC review. 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. Page C-2.1 indicates the general location of the subdivision monument sign. When the TIA is completed and approved by NCDOT and the WMPO, it will confirm the type of roadway improvements necessary at Castle Hayne Road. That will allow the preliminary plan to be updated showing the location of the sign and the DOT sight triangles. The final location of the sign will need to be outside the sight triangles for the intersection. b. A separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources a. The New Hanover County Conservation Resources map indicates there are Swamp Forest and Pocosin conservation resources on site. i. The application includes a map indicating there are approximately 1,219.84 acres of Swamp Forest and approximately 5.8 acres of Freshwater Marsh on site. Both sizes exceed the minimum distinct area listed in Table 5.7.2.A which triggers additional ordinance standards. 1. Additional field verification will be required to verify the total acreage and boundaries of the conservation resources. Hilton Bluffs – Major Subdivision – TRC Review Page | 7 ii. Permanent conservation space is required for certain kinds of conservation resources when a site contains the minimum acreage listed in Table 5.7.3.A.5. The following estimates are based on the information provided in the application and do not represent a final staff determination on the total acreage required for permanent conservation to meet Section 5.7. 1. 1,219.84 acres of swamp forest x 0.5 conservation factor = approximately 609.92 acres of permanent conservation. This acreage may overlap with the Class IV soil conservation area if the resource is underlaid with Class IV soils. 2. Page C.2 of the preliminary plan indicates 5.9 acres of freshwater marsh x 0.8 conservation factor = approximately 4.7 acres of permanent conservation. This acreage may overlap with the Class IV soil conservation area if the resource is underlaid with Class IV soils. 3. Section 5.7.4 requires Group 4 Conservation Controls which include a 25-foot building setback from the edge of the conservation area. b. The Conservation Resources map and the 2003 Natural Area Inventory of New Hanover County indicate that a portion of the dedicated open and conservation space could be considered an Animal and Plant (Natural) Area of Special Significance conservation resource. Information will need to be provided to the county indicating whether there are any animal or plant areas of special significance. If they are identified on site, that acreage will need to be identified and the 75-foot setback from the edge of the conservation resource space will need to be incorporated into the plans. c. The location, acreage, setback line, and method of conservation will need to be provided. Methods of conservation are outlined in Section 5.7.3.E of the UDO. The conservation method will require additional review by county staff before approval and may require additional information around how the conservation spaces will be maintained and guaranteed as conservation into the future. 9. UDO Section 5.8, Open Space Requirements a. Section 5.8.2 states that the total amount of open space shall be calculated based on the gross site acreage of the project. Performance residential subdivisions require a minimum 20% open space. The proposed 1,809.78-acre project will require a minimum of 391.9 acres of open space to meet the requirement. b. Page C.2 indicates the minimum open space required was calculated based on the net site acreage. While the plans show 1,235.84 acres of open space provided Hilton Bluffs – Major Subdivision – TRC Review Page | 8 meeting the requirement, the calculation will need to be updated using the gross site acreage. c. It will also be important to note which areas of open space are being considered open space that is being permanently conserved to meet the conservation space requirements, and which areas of open space will remain dedicated open space but do not count towards the conservation space. 10. UDO Article 6, Subdivision Design and Improvements. a. Section 6.3.3.J does not require sidewalks in the RA district. Plan indicates sidewalks on one side of the road and some pedestrian facilities both exceeding the requirements of the UDO. Approval from the Army Corps of Engineers will be required for those facilities proposed through wetlands. Evidence of approval from the Army Corps of Engineers will be required before future construction plans can be approved. b. The block lengths appear to all be below 1,000 feet in length. c. Staff has conducted a preliminary link to node ratio for the project. However, to ensure an accurate calculation, please update page C2.2 or another appropriate page, with the locations and number of links and nodes for the project. 11. UDO Article 9, Flood Damage Prevention a. Portions of the property are in Special Flood Hazard Areas. The FEMA flood maps show the parcel is in more than one FIRM panel. Different FIRM panels were adopted at different times between 2018 and 2025. The FIRM maps listed on Page C.2 correctly reflect the panels that apply to this project. b. Based on the proposed plan, no residential lots are proposed inside a Special Flood Hazard Area however pedestrian facilities are shown extending through the flood plain. A separate floodplain development permit will be required for any work in the floodplain. NHC Fire Services, Ray Griswold 910-798-7448 Compliance with the NC Fire Code 1. Fire Finals required. 2. Add fire hydrant at both entrances to the development 3. Any gates require Siren and KNOX Entry requirements 4. Second entrance shall be constructed and operable once 100 homes are built Hilton Bluffs – Major Subdivision – TRC Review Page | 9 NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater and land disturbing permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Controlhowever. 2. Portions of this parcel qualifies for an exemption to the County’s pre and post storm attenuation requirements should it be design in accordance with the City and County’s Low Impact Design (LID) Manual (http://laserfiche.nhcgov.com/weblink/0/edoc/3273331/LID- Manual.pdf). Please provide requisite documentation for compliance with LID manual and a variance request in accordance with NHC UDO, Section 7.12 during the County stormwater permitting process. As park’s parcel’s are developed and impervious area added, each parcel will need submit for a County stormwater permit and meet the pre and post storm attenuation requirements unless LID measures are proposed. 3. Any discharges made to Broadwater Branch would be subject to the County’s storm attenuation. 4. Please contact the State for the stormwater permit requirements. It is assumed a high density permit will be obtained. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water. Proposed infrastructure appear to meet setbacks to adjacent properties with wells. 2. Site plan reflects connection to public sewer. Proposed infrastructure does not violate setbacks to surrounding properties septic systems. Hilton Bluffs – Major Subdivision – TRC Review Page | 10 NHC Sustainability Manager, Madelyn Wampler 910-798-7175 General comments about New Hanover County’s sustainability goals: 1. A roadway crossing is proposed through wetland areas; impacts should be minimized where feasible, with coordination through applicable state and federal permitting processes. 2. Low-impact development (LID) strategies such as vegetated swales, filter strips, and pervious surfaces are recommended in parking and open space areas to reduce runoff and protect adjacent wetlands. These practices should be coordinated with NCDEQ and NHC stormwater standards to make sure they meet required design and performance criteria. 3. It is recommended to develop a comprehensive tree inventory and preservation plan for all upland areas, regardless of the presence of specimen trees. Maintaining existing canopy and integrating native tree and understory plantings where possible can provide habitat continuity, enhance stormwater management, and support overall site ecological function, even if individual trees do not meet specimen thresholds. 4. Native, non-invasive plant species should be used for landscaping and buffers. 5. The selective clearing near wetland edges should be minimized to maintain natural buffers that protect water quality, reduce erosion, support habitat, and help lower potential mitigation or stormwater management costs 6. Internal sidewalks are noted; pedestrian and bicycle connectivity and/or trail opportunities is encouraged to promote multi-modal transportation within and around the development area. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Please submit street name proposals with alternatives prior to TRC approval. 2. Please contact me for address assignments following TRC approval. Hilton Bluffs – Major Subdivision – TRC Review Page | 11 Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. 3. 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 4. CFPUA water and sewer available via mainline extensions; pump station will also be installed. 5. CFPUA staff is providing data to the engineers to determine capacity for phase build out. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. See attached comments from DOT. WMPO, Caitlin Cerza 910-473-5130 New Hanover County contracted traffic engineering services comments: 1. See attached comments from WMPO. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools New Hanover County Soil & Water Conservation NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources US Army Corps of Engineers STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: November 6, 2025 TO: New Hanover County Technical Review Committee SUBJECT: Hilton Bluffs – 4015 Castle Hayne Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Required Roadway Improvements: A TIA is under review, once it is approved additional comments will be provided by NCDOT. Site Plan Comments: Right of Way and/or Easement Dedication: • Additional right of way and/or easements may be necessary to construct any required roadway improvements. Drainage/Stormwater Conveyance: • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. • Hydraulic calculations and associated plan sheets will need to be submitted for the site. o This will be reviewed by the NCDOT Hydraulics Unit. NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • 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.” Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 • 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. Gated Entrances: • Show and label any proposed gates with distances to the right of way line. • A turnaround should be provided prior to the gate. Driveway Radius: • Label the radii for the proposed driveway/driveway. • A radius encroachment letter will be required if the radius of the proposed driveway crosses the adjoining property line. • Make sure to accommodate the largest proposed vehicle. • Provide auto turn templates for the largest proposed vehicles. Internal Stem Protection: • Label the internal protection stem length for the proposed driveway connection. o Measured from the right-of-way line. HILTON BLUFFS 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 COMMENCEMENTOF 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 SHEET INDEX OCTOBER 15, 2025 C-0.0 COVER SHEET APPROVALS:CONSULTANTS: LANDSCAPE ARCHITECT: TRC RESUBMITTAL PROJECT # 23355.PE APPLICANT: ENGINEER / SURVEYOR : PREPARED BY: 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 HILTON BLUFFS SHEET NUMBER SHEET TITLE SEPTEMBER 2024 DEVELOPER PRELIMINARY PLAN / MAJOR SUBDIVISION CASTLE HAYNE ROAD EX. CONDITIONS & SUBDIVISION EXHIBITEX-1-2 VICINITY MAP NOT TO SCALE NORTH 140 SITE HERMITAGE RD SLE D G E R D CRO W A T A N R D CAST L E H A Y N E R D MCD O U G A L D DR PRIVATE PRIVATE GE SITE PLANSC-2.0 - C-2.3 RESUBMITTAL MARCH 2025RESUBMITTAL OCTOBER 2025 SITE PLANS - ENLARGEMENTS C-2.4 LINE TABLES 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT OCW - 1 C FP FP FP FPFP E/I 1 E/I 5 E/I 4 E/I 3 E/I 2 38 W W W W W W W W W W 5555 555555555555555555555555555555555555555555 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 555555555555555555 55 55 55 55 55 55 55 55555555 55 55 55 55 55 55 555555555555555555 55 55 5555555555555555 55 55 55 55 55 55 55 55 55 55 55 5555 55 55 55 55 55 55 55 55 55 55 555555555555555555555555 55 55 5555555555 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 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228 227 226 225 224 223 222221220219 218 217216215214213 212 211 210 209 208207206205 204203202201200199 198197196195 194 193 192 191 190 189 188 187 186 185 184 183 182 181 180 179 178 177 176 175 174 173 172 171 170 169 168 167 166 165 164 163 162 161 160 159 158 157 156 155 154 153 152 151 150 149 148 147 146 145 144 143 142141 140 139 138 137 136 135 134133132131130 129 128127 126 125124123 122 121 120 119 118 117 116 115 114 113112111110109108107106105104103 989796959493 92 919089888786858483828179747066 80787776 75 73 727169686765646362615957 1 2 3 4 5 67 8 9 1113 1517 1921 1012 14 16 1820 2223 2426 2830 3133 3537 3941 43 4547 49 50 53 5455 56 5860 5251484644424038363432292725 102 10110099 VICINITY MAP NOT TO SCALE NORTH 140 SITE HERMITAGE RD PARKING REQUIREMENTSALL SINGLE FAMILY RESIDENTIAL LOTS WILL HAVE ON LOT PARKING FOR 2 OR MORE CARS TRAILHEAD VILLAGE - WECLOME CENTER PARKINGTOTAL REQUIRED: NO REQUIREMENTS SPECIFIEC IN UDOTOTAL PROVIDED: SPACES WILL BE PROVIDED WITH DESIGN OF AREA PRIMARY AMENITY - PHASE 1:TOTAL REQUIRED: NO REQUIREMENTS SPECIFIED IN UDOTOTAL PROVIDED: SPACES WILL BE PROVIDED WITH DESIGN OF AREA RA PERFORMANCE RESIDENTIAL DIMENSIONAL DATA:SITE DIMENSIONS PER PERFORMANCE RESIDENTIAL STANDARDSMULTI-FAMILY APARTMENTS REQUIRED PER RA ZONING DISTRICTPERIMETER SETBACK: 20' MIN; ALL LOCATIONS WILL EXCEED THIS BUFFERBUILDING HEIGHT MAXIMUM: 40' HT MAX.BUILDING SEPARATION 10' MIN.FRONT SETBACK: 10' MINSIDE SETBACK: 5' MINREAR SETBACK: 10' MIN. LANDSCAPING & BUFFERING NOTES1. STREETYARDS SHALL BE PROVIDED ALONG CASTLE HAYNE ROAD THE NEW HANOVER COUNTY UDO2. THE SITE IS SURROUNDED BY WATER AND WETLANDS ON 3 SIDES OF THE PROPERTY. VEGETATIONWILL REMAIN IN THESE AREAS WITH SELECTIVE CLEARING TO REMOVE DEAD/DYING MATERIAL ANDMAINTAIN VIEW CORRIDOR TO CREEKS AND RIVER AS WELL AS PROMOTE WATER ACCESS WHEREPOSSIBLE.3. BUFFERS TO EXISTING RESIDENTIAL AREAS WILL FAR EXCEED MINIMUM AMOUNT REQUIRED. THEWIDTH VARIED, BUT WILL INCORPORATE EXISTING VEGETATION AND ENHANCED LANDSCAPE ASNEEDED. SIDEWALKS1. SIDEWALKS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEW HANOVER COUNTY UDO. ALLPROJECT ROADS IN RIGHTS OF WAY SHALL HAVE A 5' WIDE SIDEWALK, MINIMUM, ON ONE SIDE OF THEROAD. WASTE DISPOSALWASTE DISPOSAL WILL BE INDIVIDUAL CARTS AT RESIDENCES EXCEPT DUMPSTERS AT AMENITY CAMPUS..THIS LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED EQUIPMENT SHALLBE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL. THE ENCLOSURE SHALLBE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF THE TRASH RECEPTACLE. 1. PHASE 1 INCLUDES SINGLE FAMILY LOTS, THE PRIMARY AMENITY CAMPUS, MODEL HOMES,SALES CENTER, AND NECESSARY UTILITIES, ROAD ACCESS & INFRASTRUCTURE TO SUPPORTCONSTRUCTION OF HOMES AND AMENITIES. 2.CONSTRUCTION PHASING WILL BE ALIGNED WITH PENDING PHASED TIA WITH NO MORE THAN100 HOMES PROPOSED FOR CONSTRUCTION PRIOR TO A SECONDARY ACCESS ROAD BEINGINSTALLED. DEVELOPER WILL WORK WITH NHC FIRE MARSHAL'S OFFICE TO FURTHERIDENTIFY TIMING AND CONSTRUCTION OF ENTRANCE ROAD. 3. A TRAFFIC IMPACT ANALYSIS IS IN PROGRESS AND ALL NCDOT/ WMPO APPROVED TRAFFICIMPROVEMENTS WILL BE INSTALLED BY THE DEVELOPER IN THE SEQUENCE DETERMINED BYTHE FINAL TIA APPROVAL. 4. ALL PROJECT ROADS WILL BE PRIVATE, BUILT TO NEW HANOVER COUNTY PRIVATE ROADSTANDARDS UNLESS OTHERWISE NOTED. 5.SOME NEIGHBORHOODS MAY BE GATED. ALL WILL BE EQUIPPED WITH SIREN ACTIVATED ORKNOX BOX/LOCK EQUIPMENT AND WILL BE APPROVED BY NHC FIRE STAFF PRIOR TO INSTALLATION.. 6. MASTER DECLARATIONS AND COVENANTS WILL BE DEVELOPED AND FILED WITH NHC. 7. AMENITY CAMPUS MAY BE PHASED WITH THE PRIMARY CLUBHOUSE AND SALES OFFICEDEVELOPED IN THIS FIRST PHASE OF DEVELOPMENT. 8.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6OF THE UDO. 9. ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO. 10.THE SITE'S UPLANDS ARE IN FORESTRY MANAGEMENT BY PREVIOUS OWNER. AS SUCH, NOSPECIMEN TREES WERE FOUND IN PROPOSED DEVELOPMENT UPLAND AREAS; ALL OTHERTREES IN WETLAND CONSERVATION AREAS WILL BE PRESERVED.. A TREE REMOVAL PERMITWILL BE SUBMITTED FOR ANY SIGNIFICANT/REGULATED TRESS REQUIRING REMOVAL ORMITIGATION. 11.CFPUA TO SUPPLY WATER AND SEWER. DEVELOPER TO CONSTRUCT UTILITY EXTENSIONSTO SERVE PROPERTY. 12. 20' MINIMUM EASEMENTS WILL BE PLACED ON STORMWATER INFRASTRUCTURE.EASEMENTS WILL BE DESIGNED IN ACCORDANCE WITH NHC ENGINEERING REQUIREMENTS. 13. APPROVAL OF THIS PLAT ESTABLISHES VESTED RIGHTS UNDER N.C.G.S. § 160D_108(F) AS AMULTI_PHASED DEVELOPMENT. THIS DEVELOPMENT CONTAINS 25 ACRES OR MORE; IS PLANNED TOOCCUR IN MULTIPLE PHASES; AND IS SUBJECT TO A MASTER DEVELOPMENT PLAN WITH COMMITTEDELEMENTS SHOWING THE TYPE AND INTENSITY OF USE FOR EACH PHASE. THE ENTIRE DEVELOPMENTSHALL BE VESTED UNDER THE LAND DEVELOPMENT REGULATIONS IN EFFECT AT THE TIME OFAPPROVAL OF THIS INITIAL PHASE, AND SHALL REMAIN VESTED FOR A PERIOD OF SEVEN (7) YEARSTHEREAFTER. 14.APPROVAL OF THIS PLAN ESTABLISHES A ZONING VESTED RIGHT UNDER N.C.G.S. § 160D_108.1 AS ASITE-SPECIFIC VESTING PLAN. UNLESS TERMINATED AT AN EARLIER DATE, THE VESTED RIGHT SHALLBE VALID UNTIL___________ SLE D G E R D CRO W A T A N R D CAST L E H A Y N E R D MCD O U G A L D DR PRIVATE PRIVATE GE INDIAN CORN TR A I L DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FIN A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : AH E JR C AH E 1" = 3 0 0 ' 10/ 1 5 / 2 5 23355.PE 19 0 0 W . M o r e h e a d S t . , S u i t e 1 0 2 Ch a r l o t t e , N C 2 8 2 0 8 REV . 1 T R C C o m m e n t s R e s u b m i t t a l & P l a n R e v i s i o n s 0 3 / 1 7 / 2 5 C-2.0 BROA D W A T E R B R A N C H 24 WATER LINE SETBACKS EASEMENTS W W W W W W BUILDING HATCH SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY LEGEND STREETLIGHT SANITARY SEWERSSSSSSSSSS LOT LINE EXISTING CONTOUR LINE RIGHT-OF-WAY LINE PHASE/SECTION LINES PROPERTY LINE FORCE MAINFMFMFMFMFM BRO A D W A T E R B R A N C H SITE DATA:TOTAL GROSS SITE ACREAGE OF PROPOSED SUBDIVIDED PARCEL: ± 1,809.78 AC WETLANDSTOTAL WETLANDS WITHIN SUBDIVISION BOUNDARY: ± 1,219.84 ACiNCL: TOTAL SWAMP FOREST / POCOSIN WETLANDS: ± 1,219.84 ACTOTAL MARSH WETLANDS: ± 5.9 AC CONSERVATION RESOURCE PRESERVATION REQUIREMENTS:SWAMP FOREST & POCOSIN = ± 1,219.84 X 0.5 = ± 609.92 AC CONSERVEDMARSH = + 5.9 AC X 0.8 = ± 4.72 AC CONSERVEDTOTAL CONSERVATION RESOURCE PRESERVATION REQUIRED: ± 614.64 ACTOTAL CONSERVATION AREA PROVIDED : ± 1,219.84 AC MIN. CLASS IV SOILSSITE SPECIFIC SOILS ANALYSIS PERFORMED BY SEGI (ENVIRONMENTAL CONSULTANT) FOUND NO CLASS IV SOILSEXIST IN UPLAND AREAS; ALL CLASS IV SOILS ON SITE ARE IN PRESERVED WETLAND AREAS. ALLOWABLE DENSITY OF PROPOSED SUBDIVIDED PARCEL TOTAL NET SITE ACREAGE (1,809.78 AC - 5.9 AC MARSH - 0 AC CLASS IV SOIL OUTSIDE OF WETLANDS): ± 1,803.88 AC TOTAL ALLOWABLE DENSITY (1 DU / NET AC): 1,803 UNITS MAX.TOTAL PROPOSED DENSITY: 1,800 UNITS MAX. (1 DU/AC) OPEN SPACETOTAL REQUIRED PERFORMANCE RESIDENTIAL OPEN SPACE: 361.96 AC (20% MIN.)TOTAL PROPOSED OPEN SPACE:1,219.84 AC WETLAND CONSERVATION + 16 AC AMENITY CAMPUS = ± 1,235.84 AC MIN. OPEN SPACE (68.29% MIN.) SITE OWNERSHIP INFORMATIONPROJECT LOCATION: SLEDGE ROAD AT CASTLE HAYNE ROADCASTLE HAYNE, NC 28429 PROPERTY OWNERS(DEVELOPMENT AREA EXCLUDING SECONDARY ENTRANCE AND FUTURE DEVELOPMENT PARCELS):SJM HILTON, LLC BFM HILTON, LLC ESW HILTON, LLC DSF HILTON, LLC JFM HILTON, LLC PARCEL PINS & DEED BK: PORTION OF R00900-001-001-000 (1809.78 AC)D.B. 6486, PG. 1782 ZONING, FLOOD ZONE & WETLAND INFORMATIONCURRENT ZONING: RA PROPOSED USE: RESIDENTIALFUTURE LAND USE CLASSIFICATION: COMMUNITY MIXED USE, RURAL RESIDENTIAL, CONSERVATION FLOOD INFORMATION: PORTIONS OF THE SUBJECT PARCELS ARE LOCATED IN ZONEAE 8 BFE AND ZONE X – MINIMAL FLOOD RISK – AS SHOWN BYFEMA MAP NUMBERS 3720320200L, 3720321200L, 3720320100L,3720322200L BEARING AN EFFECTIVE DATE OF JANUARY 17,2025 AND 3720321100K, 3720322100K BEARING AN EFFECTIVEDATE OF AUGUST 28,2018. WETLAND: INFORMATION: A WETLAND DELINEATION PREPARED BY SEGI ENGINEERING;APPROVED BY USACE N O R T HSCALE: 1"=300' 0 150 300 600 1200 GRAPHIC SCALE PHASE DATA:PHASE 1 SINGLE FAMILY UNITS : 382 LOTS PROPOSEDPHASE 2 SINGLE FAMILY UNITS : 222 LOTS PROPOSEDPHASE 3 SINGLE FAMILY UNITS : 266 LOTS PROPOSEDPHASE 4 SINGLE FAMILY UNITS : 367 LOTS PROPOSEDPHASE 5 SINGLE FAMILY UNITS : 213 LOTS PROPOSEDPHASE 6 SINGLE FAMILY UNITS : 350 LOTS PROPOSED SECONDARYACCESS ROAD;THIS PARCEL AREANOT INCLUDED INDENSITYCALCULATION ± 10 AC PRIMARY AMENITY AE FLOOD ZONESHADED X FLOOD ZONE COUNTY'S COD 25' SETBACK FROMSWAMP FOREST WETLANDS, TYP. WETLAND LINE, TYP. FIRE TURNAROUND STORMWATER FACILITY, TYP. EMERGENCY ONLYSECONDARY ACCESSROAD CONNECTINGTO DEKKER RD; SIRENOR KNOX BOX GATEDROAD; DEVELOPER TOWORK WITH COUNTYFIRE MARSHAL, EMS, &NHC PLANNING TOASSURE DESIGN ANDCONSTRUCTIONCOMPLIANCE TALL OA K S D R I V E DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FIN A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : PEDESTRIAN CONNECTION THROUGHEXISTING ROAD/ TRAIL, TYP. WETLANDS,TYP. WETLANDS,TYP. PROPOSEDSUBDIVISIONPROPERTYBOUNDARY COUNTY'S COD 75' SETBACK FROM2003 NATURAL HERITAGE RESOURCE(IN WETLANDS), TYP. PHASED DEVELOPMENTAREA SECTIONS, TYP. MAIN GATEDNEIGHBORHOOD ACCESSWITH GATE HOUSE SINGLE FAMILYRESIDENTIAL LOT; TYP. RE V . 2 T R C C o m m e n t s R e s u b m i t t a l & P l a n R e v i s i o n s 1 0 / 1 5 / 2 5 DEVELOPMENT NOTES: OHE OHE OHE BOX CULVERT OW-2B OW-1 B OW-3B OW-4B 18" RCPINV=2 4 . 9 5 ' INV=2 4 . 9 3 ' INV=24.1 7 ' INV=24 . 1 2 ' INV=23. 4 1 ' INV=23 . 0 4 ' 18" RCP 18" RCP 18" RCPINV= 2 4 . 6 4 INV=24 . 7 5 ' INV=2 5 . 0 0 ' E/I 6 E/I 5 20' SIDE SETBACK 30' REAR SETBACK 30' DRAINAGE EASEMENT 20' SIDE SETBACK 40' FRONT SETBA C K 30' DRAINAGE EASEMENT 38 W W W W W W W W W W W 55 55 55 55 55 55 55 55 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 3838 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55555555555555555555555555555555 55 55 55 55 55 55 55 55 55 55555555 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 555555 55 55 55 30303030 3030 3030 30 30 30 30 30 30 30 30 30 30 30 3030303030303030303030 30 W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WE T WET WETWET WETWET W WET WET WETWET WET WETWET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET PHASE 2 PHASE 1 PH A S E 1 PH A S E 4 W W W W W W W W W W W SSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWW WWWW WWWW WWWWWWWWWWW SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS SS SSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSS SSSS SSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSS SSSS SSSSSSSS SSSSSSSSSSSS SSSS SSSS SSSSSS SSSS SSSSSS SSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS SSSS SSSS SSSSSS SSSS SSSSSS SSSS SSSSSS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SSSS SSSS WW WWWWWWWWW WWWWW WWWWWWWWWWWWW WWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWW WW WWWW WWWWWWWWWWWWWWWWWWWWWWWWWW WWWWW WWWWWWWWWWWWWWWWWWW WWWWWWWW WWWWWWWWWWWWWWWWWWW WWW WWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWW WW SSSS SSSS SSSSSSSSSS SSSS SSSSSSSSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSSSSSS SSSSSS SSSSSSSSSS SSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSS SSSSSS SSSSSS SSSS SSSS SSSS SSSS SSSSSS SSSS SSSS SSSS SSSSSS SSSS SSSS 1237 1236 1235123412331232 1059 566 565 382 381 380 379 378 377 376 375 374 373 372 371 370 369 368 367 366 365 364 363 362 361 360 359 358 357 356 355 354 353 352 351 350 349 348 347 346 345 344 343 342 341 340 339 338 337 336335 334333332331330329328327326 325 324 323 322 321 320 319 318 317 316 315 314 313 312 311 310 309 308 307 306 305 304 272271270269 268 267 266265 264 263 262 261 260 259 258 257 256 255 254 253 252 251 250 249 248 247 246 245 244 243 198189 188 187 186 185 184 183 182 181 180 179 178 177 176 175 174 173 172 171 170 146 145 144 143 142 141 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 83 2 80 78 77 76 75 73 72 71 69 68 67 65 64 63 62 61 59 57 102101 100 99 OHE OHE OHE OHE OHE OHE OHE OHE BOX CUL V E R T IN IN V = 2 3 INV = 2 3 . 0 4 ' 18" 18" R C P W W W W W W W W W W W W W W W W W W W W W W SECONDARY ACCESS ROAD CONNECTING TO DEKKER RD; SIREN OR KNOX BOX GATED ROADFOR EMERGENCY ACCESS ONLY; DEVELOPER TO WORK WITH COUNTY FIRE MARSHAL TODESIGN TO COUNTY AND STATE STANDARDS; SEE DETAIL SHEET C-2.0; SECONDARY ACCESSWILL BE COORDINATED WITH NHC PLANNING, FIRE/EMS, & NCDOT TO DETERMINE WHENSECONDARY ACCESS NEEDED & IN WHICH LOCATION N O R T H EXISTING SLEDGE ROAD TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCEWITH PENDING TIA REQUIREMENTS. FINAL ROAD DESIGN WILL BE REVIEWED ANDAPPROVED BY NCDOT EXISTING EASEMENT FOR EXISTING SLEDGE ROAD ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPESURROUNDING; PERMITTED SEPARATELY SLEDGE ROAD REALIGNED WITHIN A NATURAL & LANDSCAPED CORRIDOR PRIMARY COMMUNITY ACCESS - SLEDGE ROAD AT CASTLE HAYNE ROAD SCALE: 1" = 60' ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPESURROUNDING; PERMITTED SEPARATELY UTILITY EXTENSIONS ANTICIPATED THESE LOCATIONS; PENDING CFPUAREVIEW AND COORDINATION PRELIMINARY DESIGN FOR SITE MAIN ENTRANCE INCLUDES FULLMOVEMENT INGRESS, DEDICATED LEFT & RIGHT TURN LANES; TIAAPPROVAL WILL DICTATE FINAL DESIGN REQUIREMENTS AND NCDOTWILL REVIEW AND APPROVAL DRIVEWAY DESIGN SLED G E R O A D 50' P R I V A T E R O W SLED G E R D 50' P R I V A T E R O W CAST L E H A Y N E R D . 100' P U B L I C R O W CAS T L E H A Y N E R D . 100' P U B L I C R O W DE K K E R R D 60 ' P U B L I C R O W BERG LN60' PUBLIC R O W DIRCK RD . 10' WIDE NON-MUNICIPAL UTILITY EASEMENT EITHER SIDE OF ALL RIGHTOF WAYS THIS DEVELOPMENT EXCEPT IN NARROW PART OF SLEDGEROAD ENTRANCE BETWEEN GE AND ADJACENT NEIGHBORHOOD FUTUREDEVELOPMENTSECTION LINE;SEE MASTER PLANFOR DETAILS LANDSCAPE BUFFER &TRAIL AREA BETWEEN ROWAND PROPERTY LINE SHARED PROPERTY LINEWITH GE WETLANDS ALONG EXISTING CREEK EXISTING OLD POWERLINEEASEMENT TO BE ABANDONED GATE HOUSE & MAIN RESIDENTIALENTRANCE TO NEIGHBORHOODS DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FIN A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : AH E JR C AH E 1" = 2 0 0 ' 10/ 1 5 / 2 5 23355.PE 19 0 0 W . M o r e h e a d S t . , S u i t e 1 0 2 Ch a r l o t t e , N C 2 8 2 0 8 REV . 1 T R C C o m m e n t s R e s u b m i t t a l & P l a n R e v i s i o n s 0 3 / 1 7 / 2 5 C-2.1 N O R T HSCALE: 1"=200' 0 100 200 400 800 GRAPHIC SCALE STORMWATER FACILITY, TYP. LOTS WITH REAR OPEN SPACEALONG EXISTING DITCH EXISTING EASEMENT FOR EXISTING SLEDGE ROAD ±6 AC TRAILHEAD VILLAGE - WELCOME CENTERCAMPUS INCLUDING SALES CENTER & ASSOCIATEDCOMMUNITY AMENITIES AND PARKING PHASE 2 FUTURE DEVELOPMENT;THIS PARCEL AREA NOT INCLUDED IN DENSITY CALCULATION REQUIRED 20' MIN. BUFFER, TYP. MC D O U G A L D D R I V E 6 0 ' PU B L I C R O W PHASE 2 FUTURE DEVELOPMENT;THIS PARCEL AREA NOT INCLUDED IN DENSITY CALCULATION 24 WATER LINE SETBACKS EASEMENTS W W W W W W BUILDING HATCH SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY LEGEND STREETLIGHT SANITARY SEWERSSSSSSSSSS LOT LINE EXISTING CONTOUR LINE RIGHT-OF-WAY LINE PHASE/SECTION LINES PROPERTY LINE FORCE MAINFMFMFMFMFM WATER LINE EXTENSION TO BE COORDINATED WITH NCDOT AND CFPUASEWER LINE EXTENSION TO BE COORDINATED WITH NCDOT AND CFPUA MCD O U G A L D D R I V E 6 0 ' PUB L I C R O W LANDSCAPE & BUFFER COORIDOR EITHER SIDEMAIN ENTRANCE ROAD; VARIABLE WIDTH, TYP. LANDSCAPE & BUFFER COORIDOR EITHER SIDEMAIN ENTRANCE ROAD; VARIABLE WIDTH, TYP. VARIABLE WIDTH RIGHT OF WAY RE V . 2 T R C C o m m e n t s R e s u b m i t t a l & P l a n R e v i s i o n s 1 0 / 1 5 / 2 5 NEIGHBORHOOD PARK, TYP. SEWER FORCEMAIN EXTENSION WATER MAIN EXTENSION NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION MEMORANDUM To: New Hanover County Technical Review Committee Date: November 12, 2025 Subject: Hilton Bluffs NCDOT Projects: • N/A WMPO 2045 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: A TIA for Hilton Bluffs is in the process of being approved by the WMPO and NCDOT. All improvements outlined in the approved TIA are required. Please reach out to Caitlin Cerza (Caitlin.Cerza@wilmingtonnc.gov), the WMPO’s Transportation Planning Engineer, if any questions arise related to the TIA. The TIA approval with conditions letter will be attached to these comments.