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Home My WebLink AboutNCDOT Preliminary TRC Comments STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER 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: September 30, 2024 Subject: The Oasis Apartments – 5210 Holly Shelter 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 It is recommended that you reach out to the NCDOT District Office prior to submitting plans to avoid a redesign of the proposed utilities. 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: All the roadway improvements associated with the approved development will need to be constructed at one time as the TIA was not phased. The following roadway improvements are required per the approved TIA: x I-40 Eastbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection): o Signalize the intersection. x I-40 Westbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection): o Option 1 (Recommended): Signalize the intersection and provide necessary coordination. o Option 2: Construct an exclusive northbound right turn lane on I-40 westbound ramps, with 400 feet of storage, appropriate deceleration, and taper. x SR 1002 (Holly Shelter Road) and SR 2181 (Blue Clay Road) (Stop-controlled intersection): o Construct an eastbound right turn lane on SR 1002 (Holly Shelter Road) with 100 feet of storage, appropriate deceleration and taper. o Construct an exclusive northbound right turn lane on SR 2181 (Blue Clay Road) with 100 feet of storage, appropriate deceleration and taper. x SR 1002 (Holly Shelter Road) and Site Access 1 (Proposed stop-controlled intersection): o Construct an eastbound right turn taper of 200 feet on SR 1002 (Holly Shelter Road). Construct site access (northbound approach) with an internal protected stem of 50 feet, measured from the right-of-way and with one ingress lane and one egress lane. o Provide stop controls for northbound approach. x SR 2181 (Blue Clay Road) and Concrete Plant Driveway/Site Access 2 (Stop- controlled intersection): o Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane. 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 o Provide stop controls for eastbound 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 easements may be needed to install the required roadway improvements. This could impact the design for required setbacks and stem length protection. Hydraulic calculations and associated plan sheets will need to be submitted for the site. x This will be reviewed by the NCDOT Hydraulics Unit. 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. 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 ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉǇŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉǆ /ŶƚŚĞŶŽƚŝĨǇĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x 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 x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site 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. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂǇŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ 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 /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂǇƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞǆĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚǇŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂǇŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂǇďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3 %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated /20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďǇƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ 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 ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ 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 ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞǇǁŝƚŚŝŶƚŚĞĞǆŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚǇůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚǇĚƌĂƵůŝĐƐƵƌǀĞǇĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂǇWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ 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)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ 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) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚǇŵĂǇďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ 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 x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůǇdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ 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 ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂǇďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚǇƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ 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 ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂǇ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞǆŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůǇ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞǇƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ 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. COVER SHEET EXISTING CONDITIONS SEPTEMBER 2024 APPLICANT: THE OASIS APARTMENTS OLYMPUS HOLDING COMPANY CASTLE HAYNE, LLC 4 PERCY STREET CHARLESTON, SC 29403 MAJOR SITE PLAN SUBMITTAL NEW HANOVER COUNTY, NORTH CAROLINA HOLLY SHELTER ROAD AND BLUE CLAY ROAD PROPERTY OWNER: NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION 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 MINIMUM APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED. Know what's R CONTACT THESE UTILITIES NEW HANOVER COUNTY PLANNING DEPARTMENT PH: 910-798-7165 PIEDMONT NATURAL GAS ATTN: CARL PAQUET PH: 910-350-2242 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE CFPUA (WATER & SEWER) PH: 910-332-6550 DUKE ENERGY PROGRESS GENERAL PH: 1-800-452-2777 AT&T ATTN: STEVE DAYVAULT PH: 910-341-7664 SPECTRUM GENERAL PH: 800-892-4357 PREPARED BY: PROJECT # 22208.PE 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 THE OASIS APARTMENTS SHEET NUMBER SHEET TITLE PROJECT CONSULTANTS SHEET INDEX SEPTEMBER 16, 2024 SURVEYOR PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE WILMINGTON, NC 28403 JOSH TAYLOR, PLS (910-791-6707) ENGINEER/ LAND PLANNER/ LANDSCAPE ARCHITECT PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE WILMINGTON, NC 28403 CIVIL: ROB BALLAND, PE (910-791-6707) LANDSCAPE ARCHITECT: ALLISON ENGEBRETSON, RLA (910-791-6707) MAJOR SITE PLAN APPLICANT: SITE PLANC-2.0 EX-1 C-0.0 VICINITY MAP NOT TO SCALE NORTH 40 SITE T I M B E R D R E HO L L Y S H E L T E R R D BL U E C L A Y R D SI D B U R Y R D CAST L E H A Y N E R D N COL L E G E R D DAIR Y FARM R D PH A S E 2 PH A S E 1 PH A S E 2 PH A S E 1 PH A S E 2 PH A S E 1 PH A S E 2 PH A S E 1 FFE 29.30 FFE 29.30 FFE 2 9 . 3 0 FFE 2 9 . 5 0 FF E 2 9 . 6 0 FF E 2 9 . 6 0 FF E 2 9 . 6 0 FFE 29.50 FFE 29.50 29 2 9 29 29 29 29 29 29 29 29 29 28 29 2929 29 29 29 29 29 28 28 28 28 28 28 2 8 2 8 28 2 8 28 28 28 28 2 8 28 28 28 2 8 28 27 27 27 27 28 28 28 28 2 8 28 28 27 28 28 29 28 28 2 9 28 28 28 24 X OK 12 RM 12 OK 8 RM 14 GM 13 OK 10 OK 10 OK 10 OK 10 OK 10 OK 12 OK 8 OK 10 OK 10 OK 12 OK 12 OK 12 OK 10 OK 10 OK 12 OK 8OK 12 OK 8 OK 8 OK 8 OK 8 OK 8 OK 8 OK 10 OK 8 OK 10 OK 8 OK 8 GM 12 GM 12 OK 12 OK 12 OK 13 OK 8 OK 8 OK 8 OK 11 OK 10 OK 10 OK 12 OK 17 OK 12 OK 12 PN 18 OK 10 OK 8 OK 18 PN 25 PN 22 OK 12 OK 15 OK 10 GM 12 RM 12 OK 12 GM 12 OK 15 PN 13 GM 13 PN 20 PN 18 OK 8 PN 24 OK 12 OK 12 OK 12 OK 12 OK 8 OK 15 GM 18 GM 14 RM 12 GM 14 GM 14 WET WET WET W E T WET W E T WE T WET WETWET WE T L A N D S PO W E R L I N E E A S E M E N T D.B . 4 7 7 , P G . 1 7 8 OHEOHEOHEOHEOHEOHEOHEPOWERLINE EASEMENT D.B. 477, PG. 178POWERLINE EASEMENT D.B. 477, PG. 178 30 ' G A S E A S E M E N T D.B . 5 4 9 2 , P G . 6 2 0 30 ' G A S E A S E M E N T D. B . 5 4 9 2 , P G . 6 2 0 3 0 ' G A S E A S E M E N T D. B . 5 4 9 2 , P G . 6 2 0 TE M P O R A R Y WO R K S P A C E D. B . 5 4 9 2 , P G . 6 2 0 UGUG UG UG UG UG UG UG UG UG UG U G UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG WWWWWWWWWWWWWW W PN 19 GM 13 OK 9 OK 9 GM 15 X X X XX X X XX X X X XXX XX X XX X X XX X XX X XX XX XX XX X XX X X XXX XXX XX X X X X X X X XX 30' SIDE STREET MULTI-FAMILY SETBACK 35 ' F R O N T M U L T I - F A M I L Y S E T B A C K 20 ' P R O F O R M A N C E R E S . S E T B A C K 20' PROFORMANCE RES. SETBACK 30 ' M I N . R E A R S E T B A C K 25' M I N . R E Q U I R E D S I D E I N T E R I O R S E T B A C K 20' P E R F O R M A N C E R E S . S E T B A C K B U I L D I N G 1 1 2 - U N I T S BU I L D I N G 7 12 - U N I T S BU I L D I N G 1 0 12 - U N I T S BUI L D I N G 4 36-U N I T S BU I L D I N G 5 36 - U N I T S BU I L D I N G 6 36 - U N I T S BUILDING 3 24-UNITS BUILDING 2 24-UNITS BUILDING 8 24-UNITS BUILDING 9 24-UNITS MH - 4 3 RIM = 2 9 . 0 0 IN V . O U T = 1 7 . 7 8 AMENITY 6000 SF POOL FF E 2 9 . 3 0 FFE 29.50 W W W W W W W W W W W W W W W W W W W W W W W FIRE FIRE FIR E FIR E FIR E FI R E FI R E F I R E FIRE FIRE W W FIRE FIRE F I R E W W W W W W W FI R E F I R E FI R E FI R E FI R E FI R E FI R E FI R E FIRE FIR E FI R E FI R E 000 FI R E W W W W W W FIRE S S SS SS SS SS S S SS SS SS SS SS SS S S S S SS SS SS FIRE 22208.PE 4 P E R C Y S T R E E T CH A R L E S T O N , S C 2 9 4 0 3 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 : FI N 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 : VOR 1,670' RADIUS; 55' HEIGHT LIMITATION FOR BUILDINGS WITHIN THIS AREA; FAA APPROVAL REQUIRED 3-STORY, 45' MAX. HT., APARTMENT BUILDING, TYP. CONCRETE SIDEWALK, TYP. 10' x 70' SIGHT TRIANGLE, TYP. N O R T H 0 SCALE: 200'100' 1"=100' 300' BLUE CLAY ROAD 60' PUBLIC ROW C-2.0 09 / 1 6 / / 2 4 1" = 1 0 0 ' AH E JR C AH E VA R I A B L E W I D T H B U F F E R / ST R E E T Y A R D , T Y P . EXISTING WETLANDS, TYP. PEDESTRIAN CONNECTION; TO CONNECT TO ADJACENT TOWNHOME DEVELOPEMENT'S SIDEWALK VICINITY MAP NOT TO SCALE NORTH 40 SITE TIMB E R D R E HOLLY SHEL T E R R D BLU E C L A Y R D SIDBURY R D CA S T L E H A Y N E R D N C O L L E G E R D D A I R Y F A R M S R D OPEN SPACE MULTI-FAMILY APARTMENTS: REQUIRED OPEN SPACE: ± 4.86 AC (20% X 24.32 AC) PROVIDED OPEN SPACE: ± 13.28 AC (54.6% OF SITE) INCLUDES AMENITY, WETLANDS, BUFFERS, & EASEMENTS PARKING REQUIREMENTS: MULTI-FAMILY PARKING STANDARD: 1.5 / DU WITH 1 BEDROOM 2 / DU WITH 2+ BEDROOMS ALL UNITS PROPOSED AS 2 BEDROOM TOTAL REQUIRED: 480 SPACES (240 X 2) TOTAL PROVIDED: 482 SPACES RMF-L PERFORMANCE DIMENSIONAL DATA: SITE DIMENSIONS PER PERFORMANCE RESIDENTIAL STANDARDS MULTI-FAMILY APARTMENTS REQUIRED PER (CZD) RMF-L SETBACK AGAINST RESIDENTIAL: 30' MIN. BUILDING HEIGHT MAXIMUM: 3 STORIES, 45' HT MAX. BUILDING SEPARATION 20' MIN. LANDSCAPING & BUFFERING NOTES 1. STREETYARDS SHALL BE PROVIDED ALONG HOLLY SHELTER ROAD AND BLUE CLAY ROAD IN ACCORDANCE WITH SECTION 5.4.6 OF THE NEW HANOVER COUNTY UDO 2. BUFFERYARDS SHALL BE PROVIDED ABUTTING RESIDENTIAL LAND USES WHERE EXISTING VEGETATION IS INSUFFICIENT TO SATISFY THE REQUIREMENTS OF SECTION 5.4.3 OF THE NEW HANOVER COUNTY UDO SITE INFORMATION PROJECT ADDRESSES: 5210 HOLLY SHELTER RD; 5735 BLUE CLAY RD CASTLE HAYNE, NC 28429 PROPERTY OWNER: HOLLY TANK, LLC; BLUE TANK LLC 24 BACKFIN PT WILMINGTON, NC 28411 PARCEL PINS: R01100-008-011-002 (± 23.01 AC) R01100-008-010-000 (± 49.38 AC) TOTAL PROJECT SITE AREA: ± 72.39 ACRES MULTI-FAMILY RESIDENTIAL: ± 24.32 ACRES TOWNHOMES / SF / DUPLEX: ± 48.09 ACRES CURRENT ZONING: (CZD) RMF-L PROPOSED USE: MULTI-FAMILY (APARTMENTS) FUTURE LAND USE CLASSIFICATION: GENERAL RESIDENTIAL MAX DENSITY ALLOWED PER RMF-L CONITIONAL ZONING: 521 UNITS (243 MF, 278 TH) MULTI-FAMILY UNITS APPROVED: 243 UNITS TOTAL APPROVED THIS PHASE MULTI-FAMILY UNITS PROPOSED: 240 UNITS MAX. PROPOSED DENSITY: ± 7.0 DU/AC(TOTAL PROJECT), 10 DU/AC MULTI-FAMILY PHASE/ AREA FLOOD INFORMATION:THE SUBJECT PARCELS ARE LOCATED IN ZONE X – MINIMAL FLOOD RISK – AS SHOWN BY FEMA MAP NUMBER 3720324200K BEARING AN EFFECTIVE DATE OF FEBRUARY 16, 2007. WETLAND: INFORMATION: A WETLAND DELINEATION PREPARED BY SEGI (ENVIRONMENTAL CONSULTANT) WAS APPROVED AS A PJD BY THE USACE ON MARCH 17, 2022 SIDEWALKS 1. SIDEWALKS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEW HANOVER COUNTY UDO. 2. ALL SIDEWALKS WILL BE 5' MINIMUM. 3. WASTE DISPOSAL WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED EQUIPMENT SHALL BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL. THE ENCLOSURE SHALL BE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF THE TRASH RECEPTACLE. GENERAL NOTES 1. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 OF THE UDO. 2. ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO. 3. A TRAFFIC IMPACT ANALYSIS HAS BEEN COMPLETED & APPROVED FOR THE PROJECT ON 4/12/23. APPROVED CONDITIONS WITH CONDITIONAL REZONING: 1. THE APPLICANT SHALL PROVIDE BICYCLE AND PEDESTRIAN CONNECTIVITY BETWEEN THE MULTI-FAMILY PHASE DEVELOPMENT AND THE SINGLE FAMILY PHASED DEVELOPMENT 2. NO STRUCTURE ON THE PARCEL SHALL EXCEED 45' IN HEIGHT AND A MAXIMUM OF 3 STORIES 3. A DECLARATION STATEMENT SHALL BE RECORDED IN THE PROPERTY'S CHAIN OF TITLE, AT THE NEW HANOVER COUNTY REGISTRY, STATING THE PROPERTY IS IN PROXIMITY TO EXISTING AND FUTURE COMMERCIAL AND INDUSTRIAL ACTIVITIES THAT MAY RESULT IN NOISE, VIBRATION, AND HEAVY VEHICLE TRAFFIC ON AREA ROADWAYS, WHICH ACTIVITIES MAY OCCUR ANY TIME DURING THE DAY OR NIGHT. SUCH DECLARATION SHALL ALSO BE PROVIDED WITH ALL FUTURE LEASES. HO L L Y S H E L T E R R O A D 10 0 ' P U B L I C R O W 01 / 0 1 / 2 4 OPEN SPACE/ VEGETATED BUFFER PROPOSED STORMWATER FACILITY EXISTING PARCEL BOUNDARY 24' 103' 3 9 ' TREE TO BE RETAINED & USED AS STREETSCAPE & BUFFERS; ANY AREAS NOT MEETING COUNTY LANDSCAPE REQUIREMENTS WILL BE AUGMENTED AS NECESSARY, TYP. 24 ' 24' 24' MINIMUM 9' X 18' PARKING SPACES, TYP. 24 ' PROPOSED FDC, TYP. PROPOSED FIRE HYDRANT, TYP. COMPUTED POINT CP CZD BOUNDARY LINE BOUNDARY LINE ADJOINING BOUNDARY LINE RIGHT OF WAY CONTOUR LINE WATER LINE SEWER LINE FIRE LINE FIRE HYDRANT LEGEND 55 24' DRIVE AISLE18' PARKING STALL 18' PARKING STALL 6' CONCRETE SIDEWALK ADJACENT TO 6" CURB TYPICAL 24' DRIVE AISLE WITH PARKING ON BOTH SIDES N.T.S 1.5'1.5' 6"6" SEE PLAN FOR LOCATION OF SIDEWALKS 24" CURB GUTTER STD.ASPHALT PAVEMENT 1.0% 1.0% W W SS SS FIRE TRASH COMPACTOR 24' 96' AMENITY WITH 6000 SF MAX. CLUBHOUSE/LEASING OFFICE 83 ' 9' 18' 130' 6.5' 8 WAX MYRTLE SCREENING TRASH COMPACTOR TREE TO BE RETAINED & USED AS STREETSCAPE & BUFFERS; ANY AREAS NOT MEETING COUNTY LANDSCAPE REQUIREMENTS WILL BE AUGMENTED AS NECESSARY, TYP. SITE ACCESS SITE ACCESS EXISTING NATURAL GAS EASEMENT TO REMAIN BLO C K C I R C L E PRIV A T E D R I V E AMM O N S W A Y PRIV A T E D R I V E SU N S H I N E D R I V E PR I V A T E D R I V E EXISTING POWERLINE NUTALL OAK AS PARKING ISLAND TREES, TYP. OPEN SPACE/ VEGETATED BUFFER OPEN SPACE/ VEGETATED BUFFER OPEN SPACE/ VEGETATED BUFFER 96' 1 0 5 '