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HomeMy WebLinkAbout10-16-2024 TRC Agenda Full1 TECHNICAL REVIEW COMMITTEE AGENDA October 16th, 2024 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, October 16, 2024 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: Skyway Cell Tower – Plantation Road – Commercial Site Plan – SITECN-24-000042 Request by Jennifer Scarboro with Skyway Towers (jscarboro@tepgroup.net) for a new wireless tower on Plantation Road. The site does not have an address yet, but is under tax parcel R02800-004-012-001, and is zoned R-15. This tower was permitted under Special Use Permit S22-03. The engineer is Bradley Newman, P.E. of NB+C. The case planner is Robert Farrell (rfarrell@nhcgov.com, 910-798-7164) Item 2: Northchase Commerce Park Flex Space – Commercial Site Plan – SITECN-24-000043 Request by Eugene McGonigle with Black Forest Holdings, LLC (genemc@cfpbh.com) for a new flex space in the Northchase Commerce Park. The site is located at 4533 Technology Drive, and is .53 acres, zoned PD. The engineer is John Tunstall with Norris & Tunstall (jtunstall@ntengineers.com). The case planner is Amy Doss (adoss@nhcgov.com, 910-798- 7571). Item 3: Warehouse – Commercial Site Plan – SITECN-24-000044 Request by Pooch Enterprises for a warehouse on Holly Shelter Road. The site is located at 6900 Holly Shelter Road and is 5.28 acres, zoned I-2. The engineer is March Lerch with Trans Systems (mflerch@transystems.com). The case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450). Item 4: Blue Clay Commercial Subdivision – Major Subdivision – SUBPP-24-0011 Request by Blue Clay RE Holdings for a 9-lot commercial subdivision at the Wilmington Industrial Park. The site is 22.98 acres, zoned Airport Commerce. The engineer is Rodney Wright with CSD Engineering (rodney@csd-engineering.com). The case planner is Amy Doss (adoss@nhcgov.com, 910-798-7571) 2 Item 5: Seabreeze Commercial Subdivision – Major Subdivision – SUBPP-24-0012 Request by SOCOL, LLC for a 4-lot Commercial Subdivision at Seabreeze Village. The site is 7.28 acres and is zoned (CZD) Community Business, rezoned under rezoning Z23-23. The engineer is Rodney Wright with CSD Engineering (rodney@csd-engineering.com). The case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450) Item 6: The Oasis Apartments – Major Subdivision – SUBPP-24-0013 Request by William Block of Olympus Holding Company Castle Hayne LLC for a multi-family development. The site is located at 5210 Holly Shelter Road and 5735 Blue Clay Road and is 24.19 acres, zoned (CZD) RMF-L, rezoned under case Z23-12. The engineer is Allison Engebretson with Paramounte Engineering (aengebretson@paramounte-eng.com). The case planner is Robert Farrell (rfarrell@nhcgov.com, 910-798-7164). Plantation Road Wireless Tower – TRC Review Page | 1 To: Jennifer Scarboro, Project Manager From: Robert Farrell, Development Review Supervisor Date: October 16, 2024 TRC PID#: R02800-004-012-001 Egov# SITECN-24-000042 Subject: Plantation Road Wireless Tower TRC Review The following comments have been received for the October 16, 2024 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, Robert Farrell 910-798-7164 1. General Comments a. Property is zoned R-15. A Special Use Permit (S22-03) for a wireless telecommunications facility was approved by the Board of Commissioners on March 6, 2023. b. The Special Use Permit was approved with two additional conditions: i. The applicant agrees to make improvements as identified during the Technical Review Committee (TRC) process to ensure emergency vehicles are able to access the site and agree to repair any damage to the Plantation Road roadway caused by their vehicles either for construction or maintenance. ii. It is recommended that the applicant attempt to coordinate with NCDOT and other property owners to determine whether Plantation Road can be petitioned for adoption into the state maintenance program. c. The above two conditions should be included as a note on the site plan. d. Evidence showing an attempt meet the second condition to coordinate with NCDOT and / or adjacent property owners will need to be provided for the county’s file. 2. UDO Section 5.1, Parking and Loading a. No off-street parking required for wireless telecommunications facilities. Plantation Road Wireless Tower – TRC Review Page | 2 3. UDO Section 5.2, Traffic, Access and Connectivity a. Plantation Road is a dedicated right-of-way that has not been adopted by NCDOT and predates October 6, 1969, which allows development on the unimproved road. 4. UDO Section 5.3, Tree Retention a. Site plan includes a tree removal and retention plan. A separate tree removal permit is required and can be submitted through the COAST system. b. Note: Land disturbance permits can be issued by Engineering before a Tree Removal Permit is approved. 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. 5. UDO Section 5.4, Landscaping and Buffering a. Landscaping plan meets the requirement for a minimum 25-foot-wide opaque buffer around the perimeter of the fenced equipment compound. 6. UDO Section 5.5, Lighting a. The plan does not indicate any exterior lighting. But if the site will have exterior lighting a lighting plan is not required for TRC approval but will be required prior to issuance of construction plan approvals. 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 except for any required warning and identification signs on the facility. 8. UDO Section 5.7, Conservation Resources a. The site is entirely within the Pocosin Conservation Resource however the property is not underlaid with Class IV soils. Therefore, the Conservation Resource standards do not apply. NHC Fire Services, David Stone 910-798-7458 1. No comments NHC Engineering, Galen Jamison 910-798-7072 1. No comments. Plantation Road Wireless Tower – TRC Review Page | 3 NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan indicates no water using fixtures. A well is not required. 2. Site plan indicates no sewer using fixtures. A septic system is not required. NHC Addressing, Katherine May 910-798-7443 1. Contact Katherine May for the address assignment. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. There is no CFPUA water and sewer available. NCDOT, Nick Drees 910-343-3915 1. No comments. WMPO, Greer Templer 910-341-0107 1. See Attached Army Corps of Engineers, Brad Shaver 910-251-4611 1. The Corps has issued a permit for this cell tower site, the mitigation is still outstanding for this action Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn Army Corps of Engineers, Brad Shaver NCDEMLR, Dan Sams DCM, Tanya Pietila MEMORANDUM To: New Hanover County Technical Review Committee Date: 10/03/2024 Subject: Skyway Cell Tower Comments: • No comments. NCDOT STIP Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County: N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Northchase Commerce Park – 4533 Technology Drive – TRC Review Page | 1 To: Eugene McGonigle, Managing Member, Black Forest Holdings, LLC From: Amy Doss, Associate Planner Date: October 16, 2024 PID#: R02600-004-020-000 Egov# SITECN-24-000043 Subject: 4533 Technology Drive – Northchase Commerce Park - TRC Review The following comments have been received for the October 16, 2024, 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, Amy Doss 910-798-7571 1. General Comments a. Zoning is PD. b. Setbacks are correctly noted. c. Please log in to COAST and pay $75 review fee, INV # 00130078. 2. UDO Section 5.1, Parking and Loading a. Number of parking spaces is sufficient for uses identified. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please show drive aisle widths on sheet 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. 4. UDO Section 5.3, Tree Retention a. Tree removal plan noted. Please complete a Tree Removal Permit application for the portion of the site being developed. Northchase Commerce Park – 4533 Technology Drive – TRC Review Page | 2 b. Tree Removal Permit link: https://www.nhcgov.com/DocumentCenter/View/1239/Tree- Removal-Permit-PDF c. Please refer to Section 5.3 of the UDO for Tree Removal and Retention Standards. d. 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. Please submit a landscape plan. b. Integrating existing trees into the parking lot layout so they may be preserved is appreciated if at all possible. c. Please note that 15 trees are required to be planted or retained per acre disturbed. This can be achieved through required landscaping and through trees retained on site as part of the Tree Removal Permit. 6. UDO Section 5.5, Lighting a. Is any lighting proposed for the site? b. Is any lighting proposed for the site? Before the building permit can be issued, a lighting plan must be provided to illustrate that street lighting, all exterior lighting, and indoor lighting visible from outside shall be designed and located so that the maximum illumination measured in foot candles at ground level at a residential lot line does not surpass 0.5, UDO Section 5.5. Please refer to Table 5.5.4.B of the UDO for additional standards. Provide documentation from the lighting provider stating they will provide a lighting plan to comply with the County’s UDO standards as stated above. Note that no lighting is proposed. 7. UDO Section 5.6, Signs a. Please apply for sign permits prior to installation of new signage. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Overlay map, there is existing Pocosin conservation resource on this parcel. However, the site is under 5 acres and therefore the COD requirements do not kick in. Northchase Commerce Park – 4533 Technology Drive – TRC Review Page | 3 NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Finals required. 2. A Fire Flow Analysis is required. 3. No Storage over 12 foot high allowed unless permitted through this office. 4. The TRC Typical comments are being sent to the Engineer. Please review. 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 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 for the stormwater permit requirements. It is assumed a minor modification to SW8 961004 permit with will be required. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water and sewer. Environmental Health records indicate no well or septic systems on Technology Dr. Proposed infrastructure will not violate any well or septic setbacks. NHC Addressing, Katherine May 910-798-7443 1. Parcel addresses can be used for each building. However, each suit will need and individual address. 2. 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 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. 4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). Northchase Commerce Park – 4533 Technology Drive – TRC Review Page | 4 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 7. See attached. WMPO, Greer Templer 910-341-0107 1. See attached. Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comment. Comments not received at this time from: NHC Soil & Water Conservation, Brian Dadson 910-798-7138 Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila 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: Date: Subject: New Hanover County Technical Review Committee September 30, 2024 Lot 60 Northchase Commerce Park – 4533 Technology Drive ________________________________________________________________________ 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. •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 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: Any open cut shall be opened wide enough to be out of the theoretical 1:1 slope ratio and repaired per NCDOT Standards. A mill & fill overlay will be required for any open cut. 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. 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 ,521*$7('568,7(:,/0,1*7211&3+21(   1255,6 78167$// &2168/7,1*(1*,1((563& ,1'(;2)6+((76 /2&$7,210$3 02 1 7 , & ( / / 2  ' 5 % 5 , 1 . 0 $ 1  ' 5 125 7 + & + $ 6 (  3 . <  : &+ $ 1 ' / ( 5  ' 5 -2+1  - $ <  % 8 5 1 ( 5  - 5  ) : < 1  & 2 / / ( * (  5 ' 1257+&+$ 6 (  3 . <  1 ( (1 7 ( 5 3 5 , 6 (  ' 5 7( & + 1 2 / 2 * <  ' 5 6,7( &2 5 3 2 5 $ 7 (  ' 5 ,   /271257+&+$6( &200(5&(3$5.6(&7,21 /$<2873/$1  7( & + 1 2 / 2 * <  ' 5 , 9 (     3 8 % / , &  5  :  %/'*6)+7 ))(                          %/'*6(7%$&. 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NCDOT STIP Projects: · I-6037: Pavement rehabilitation on I-140 from US 421 to I-40 scheduled for construction in 2038. · I-6039: Pavement rehabilitation on I-40 from mile marker 420 at SR-2048/Gordon Road to mile marker 408 at NC 210 currently under construction. WMPO 2045 Projects: Two bicycle and pedestrian projects proposed near site location but, no direct impacts will occur. The projects are BP-361 College Rd Central Trail Extension bike lanes and BP-546 College Rd Central Trail multi-use path. New Hanover County: 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 Warehousing (150) 8,000 SF 51 25 27 Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 1 To: Mark Lerch, Transystems, markflerch@transystems.com From: Zach Dickerson Senior Planner Date: October 16, 2024 TRC PID#: R00700-001-001-000 Egov# SITECN-24-000044 Subject: 6900 Holly Shelter Rd – Pooch Enterprises Warehouses - TRC Review The following comments have been received for the October 16, 2024, 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, Zach Dickerson 910-798-7450 1. General Comments a. Zoning is I-2, Heavy Industrial b. Warehousing use permitted by-right. 2. UDO Section 5.1, Parking and Loading a. Please detail how the gravel lot will be maintained, per section 5.1.4.A.3 b. Please note that warehousing use requires 1.5 parking spaces per 1,000 square feet. 2 x 14,800 square feet warehouses requires 44 parking spaces total. c. The plan notes 44 spaces, but only shows 36- are the remaining 8 to be in front of the Phase 2 building? If so, it would be helpful to show them on this site plan, so this doesn’t need to come back for that. d. Please note that the UDO requires all commercial development that exceeds 25 parking spaces to provide conduit for future Electric Vehicle Parking- EV Capable Spaces. i. The number of EV-Capable spaces is calculated based on 20% of the parking provided. ii. 44 spaces required = 9 EV-capable spaces. iii. Please indicate on the site plan which spaces will be EV-capable and where the conduit will be run. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 2 e. What is the distance between the outside of the drive aisle and this island? This seems like a tight area for traffic flow. 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. Tree Removal Permit received and will be processed. b. It appears there are trees on site, per aerial imagery, that are not accounted for on the tree survey. See below screenshot of what shows on aerial imagery from GIS: c. The site plan indicates that one of the buildings will be over top of the southwestern portion of the site, where there are currently trees. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 3 5. UDO Section 5.4, Landscaping and Buffering a. Please indicate the location of the foundation plantings- they have to be between the building and parking or drive aisle. b. The landscape calculations show that trees retained on site are being counted towards parking lot interior landscaping- they can only count towards this if they are specifically within the parking lot area or on the perimeter of it. c. Other landscaping requirements look ok, thanks! 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval, but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 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. Confirm whether there are Conservation Resources on the site and document whether they are or aren’t on the site. If there are resources include the calculations from Table 5.7.3.A.5 and the corresponding conservation requirements. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire final required 2. Fire flow analysis requested 3. Section 510 study required - Emergency First Responder Radio coverage testing 4. No storage over 12 foot high allowed Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 4 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 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 for the stormwater permit requirements. It is assumed a high density permit will be obtained. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Existing Septic system on the property is only approved for the existing structure. New structures must have their own septic system and wastewater disposal. Documents and soils work from a Licensed Soil Scientist (in 2018) show a very small area of usable soils for septic on this property. The existing septic drain field is currently on this area. Highly suggest obtaining the services of a Soil Scientist, once more, to see if there are any other usable soils on the property. New septic areas must maintain 20 feet of separation from existing septic areas. 2. The existing well on the property is currently only for the existing structure. New structures must have their own separate well or upgrading to Public Water Supply well standards may be needed. Need specifics on proposed employee numbers in all structures to determine which permitting agency will be needed. NHC Addressing, Katherine May 910-798-7443 1. Each building will need an individual address. 2. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. There is no CFPUA water or sewer available. NCDOT, Nick Drees 910-343-3915 1. See attachment. WMPO, Greer Templer 910-341-0107 1. See attachment. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 5 Army Corps of Engineers, Brad Shaver 910-251-4611 1. Corps has no records from this site. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila 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: Pooch Enterprises – 6900 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: A revised 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. • Reference the original approved driveway permit number when submitting. o D-065-17-042. 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 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: • The subject owner/applicant shall be responsible to perform routine maintenance within the sight easement to ensure a clear line of sight for the site access. The available sight distance at street and driveway connections to the State Highway System shall not be restricted by landscaping, permanent or temporary signing, or in any other manner. • 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. Hydraulic calculations and associated plan sheets will need to be submitted for the site. • This will be reviewed by the NCDOT Hydraulics Unit. Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Show and label all gates with distances to the right of way line. Label the internal protection stem length for the proposed driveway connection. • 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 PROJECT LOCATION SCALE: 1"=5000'VICINITY MAP PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 4 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ G - 0 0 1 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION COVER SHEET G-001 6900 HOLLY SHELTER ROAD CASTLE HAYNE | NC | 28429 6900 HOLLY SHELTER RD. MAJOR SITE PLAN MUNICIPAL REVIEW # SUBMITTAL: SEPTEMBER 16, 2024 OWNER/DEVELOPER PROJECT TEAM STRUCTURAL ENGINEER LANDSCAPE ARCHITECT FDR ENGINEERS 1920 TRADD COURT WILMINGTON, NC 28401 CONTACT PERSON: ROBERT PENNINGTON PH: 910-520-0278 EMAIL: ROBERT@RLPPE.COM SURVEYOR POOCH ENTERPRISES 185 ORCHARD MILL ROAD HAMSTEAD, NC 28443 CONTACT PERSON: JAMES DAVIS PH: (252) 503-0720 EMAIL: CORPORATEMILITARYCONTRACTING@ GMAIL.COM GANNETT FLEMING TRANSYSTEMS 101 AUTUMN HALL DRIVE SUITE 210 WILMINGTON, NC 28403 CONTACT PERSON: MIKE TACKETT, PLS PH: (910) 523-5715 EMAIL: MTACKETT@TRANSYSTEMS.COM GANNETT FLEMING TRANSYSTEMS 1 GLENWOOD AVENUE SUITE 600 RALEIGH, NC 27603 CONTACT PERSON: MARK LERCH, PLA PH: 941-681-6141 EMAIL: MFLERCH@TRANSYSTEMS.COM CIVIL ENGINEER GANNETT FLEMING TRANSYSTEMS 1 GLENWOOD AVENUE SUITE 600 RALEIGH, NC 27603 CONTACT PERSON: DAN MILLER, PE PMP PH: (919) 357-6725 EMAIL: DMILLER@TRANSYSTEMS.COM SITE DATA TABLE ADDRESS 6900 HOLLY SPRINGS ROAD, CASTLE HAYNE, NC 28429 OWNER POOCH ENTERPRISES PIN R00700-001-001-000 ZONING DISTRICT INDUSTRIAL 2 LIMITS OF DISTURBANCE 119,213 SQ.FT. / 2.73 ACRES PROJECT LOT AREA 5.28 ACRES WATERSHED ISLAND CREEK RIVER BASIN FLOODPLAIN WATERSHED OVERLAY DISTRICT USE 730- OFFICE AND PROFESSIONAL IMPERVIOUS 99820 SQ.FT /2.29 ACRES VEHICLE USE AREA (SQ.FT)62,457 BUILDING LOT DIMENSIONAL STANDARDS (UDO 3.4.10) SETBACKS REQUIRED PROVIDED FRONT 50 50 SIDE 0 0 REAR 0 0 BUILDING HEIGHT 23 BUILDING INFORMATION BUILDING CONSTRUCTION TYPE PREFABRICATED METAL WAREHOUSE ON SLAB BUILDING LOT COVERAGE TOTAL SQUARE FOOTAGE 14,749 Per Warehouse OFF STREET PARKING REQUIREMENTS (UDO SECTION 5.1) REQUIRED PROVIDED PARKING SPACES 44 33 LOADING BERTHS 2 2 BICYCLE PARKING 0 0 DEFERRED PARKING SPACES 11 BUFFER REQUIREMENTS (ARTICLE _5.4.5_) NORTH NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A EAST NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A SOUTH NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A WEST NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A PARKING LOT INTERIOR LANDSCAPE (SECTION 5.4.5.C) PHASE I/ PHASE II REQUIRED PROVIDED SQ. FT OF LANDSCAPE AREA 5,344.0000 SQ. FT.5, 344 SQ.FT. REQUIRED TREES 37 PROVIDED 16 CANOPY TREES/PRESERVED 21 TREES FOUNDATION PLANTING (SECTION 5.4.7) SQ.F.T. REQUIRED SQ.FT. PROVIDED PHASE I /PHASE II 1360 1,453 STREET YARD STANDARDS (SECTION 5.4.6) PHASE I /PHASE II 24,550.0000 SQ. FT.24,901.0000 SQ. FT. SHEET INDEX Sheet Number Sheet Title G-001 COVER SHEET G-002 GENERAL NOTES G-003 LEGEND CV100 EXISTING CONDITIONS CV101 TREE TABLE CX100 TREE PRESERVATION PLAN CS100 SITE PLAN CE100 EROSION & SEDIMENTATION CONTROL PLAN CG100 GRADING PLAN CD100 STORMWATER PLAN CU100 UTILITY PLAN LP100 LANDSCAPE PLAN LP101 LANDSCAPE SCHEDULE LP500 LANDSCAPE DETAILS LP501 LANDSCAPE NOTES D. MILLER J. GUTHRIE M.LERCH J & Z RENTAL COMPANY LLC D.B. 6149, PG. 274 PID # R00700-001-002-000 ZONING: I-2 HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y N/F SIDBURY LAND & TIMBER LLC D.B. 6063, PG. 2533 PID # R01200-002-004-000 ZONING: I-2 N/F CAROLINAS CEMENT COMPANY LLC D.B. 6063, PG. 2539 PID # R00600-001-005-000 ZONING: I-2 CASTLE HAYNE DEVELOPMENT INC N/F POOCH ENTERPRISES LLC 185 ORCHARD MILL RD HAMPSTEAD, NC 28443 D.B. 6084 PG. 2562 D.B. 6165, PG. 2459 PID # R00700-001-001-000 ZONING: I-2 5.9288 ACRES PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING 15" RCP EXISTING PAVED ENTRANCE OH E EXISTING 20" CPP EXISTING SIGN 27 28 28 IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12'25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 I-2 I-1 I-3 I-4 I-5 I-6 I-7 I-8I-9 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 S-1 S-2 TR A N S I T I O N A L B U F F E R - N O N E RE Q U I R E D F O R Z O N E I 2 AD J A C E N T T O Z O N E I 2 TRANSITIONAL BUFFER - N O N E REQUIRED FOR ZONE I 2 ADJACENT TO ZONE I2 T R A N S I T I O N A L B U F F E R - N O N E R E Q U I R E D F O R Z O N E I 2 A D J A C E N T T O Z O N E I 2 PROPOSED LOCATION FOR BUSINESS MONUMENT SIGN OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRET E C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B 07 14,800 SF 14,800 SF WAREHOUSE WAREHOUSE(GRAVEL WITH REINFOR C E D G R I D -TO BE COUNTED AS IMP E R V I O U S ) 04 4 22,652 SF STREET YARD AREA (SEE SHEET LS100 FOR PLANTING PLAN) 12,844 SF STORMWATER & INTERIOR LANDSCAPE PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D L O D L O D LOD L O D LO D L O D L O D L O D L O D LO D LO D LOD LO D LOD LOD LOD LO D LO D LOD LOD 2,249 SF STREET YARD AREA LIMITS OF DISTURBANC E LIMITS OF DISTURBANC E DEFERRED PARKING GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S PROPOSED SEPTIC LOCATION PROPOSED DUMPSTER LOCATION FFE=28.50 FFE=28.50 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD LIMITS OF DISTURBANCE 0906 6 ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) 1 2 . 0 ' 12 . 0 ' 1 2 . 0 ' 12 . 0 ' 7"x9" RAILROAD TIE BORDER (TYP.) PROP. LINE PROP. LINE PROP. LINE PROP. LINE PROP. LINE 04 PR. CONCRETE WHEELSTOP (TYP.) SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE PHASE II (STORMWATER AND A L L S I T E P L A N REQUIREMENTS TO BE APPROVED WITH PHASE I . B U I L D I N G PERMIT FOR PHASE II W A R E H O U S E T O B E COMPLETED IN THE FU T U R E . PROPOSED SCM 7"x9" RAILROAD TIE BORDER (TYP.) DEFERRED PARKING 18.0' 67 . 1 ' 22.0' SITE PLAN CS100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 5 : 0 4 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ C S 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O RATION REG IS T E R E D L ANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H RE G I S T ERED L A N D S CAP E A R C H ITECT N SITE NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREIN BEFORE BEGINNING CONSTRUCTION. 2.ALL AREAS OUTSIDE THE "LIMITS OF CONSTRUCTION" SHALL REMAIN UNDISTURBED AT ALL TIMES. 3.TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. VEHICULAR ACCESS SHALL BE MAINTAINED AT ALL TIMES. 4.FIRE LANE MARKINGS SHALL CONFORM TO THE NEW HANOVER COUNTY DESIGN DETAILS AND SPECIFICATIONS, NEW HANOVER COUNTY FIRE MARSHAL, AND THE CURRENT NC FIRE CODE. IF THE CRITERIA IS CONFLICTING, THE MORE RESTRICTIVE DESIGN GUIDELINE SHALL BE FOLLOWED. 5.ALL INTERNAL PAVEMENT MARKINGS SHALL BE WHITE PAINT. 6.ALL PAVEMENT MARKINGS WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE THERMOPLASTIC. 7.ALL PAVED PARKING FACILITIES SHALL BE STRIPED WITH FOUR INCH WHITE LINES. 8.ALL ADA RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE CURRENT ADA REQUIREMENTS AND NORTH CAROLINA BUILDING CODE. 9.ACCESSIBLE PARKING SPACE DIMENSIONS, SLOPE AND SIGNAGE SHALL COMPLY WITH THE MOST RECENT VERSION OF ANSI/ICC A117.1. 10.HANDRAILS ARE REQUIRED AT THE TOP OF ALL CURB RAMPS IN ACCORDANCE WITH THE LATEST NC BUILDING CODE. 11.LANDINGS ARE REQUIRED AT THE TOP OF ALL CURB RAMPS IN ACCORDANCE WITH THE LATEST NC BUILDING CODE, MAXIMUM SLOPE SHALL NOT BE STEEPER THAN 1:48 IN ALL DIRECTIONS. 12.LANDINGS ARE REQUIRED AT THE TOP AND BOTTOM OF ALL STAIRS IN ACCORDANCE WITH THE LATEST NC BUILDING CODE. 13.ALL SIDEWALKS SHALL BE CONSTRUCTED OF CONCRETE. 14.ALL ACCESSIBLE ROUTES SHALL COMPLY WITH THE LATEST VERSION OF THE NC BUILDING CODE. 15.DOORS ARE INDICATED ON ALL BUILDINGS FOR WHICH ARCHITECTURAL DESIGN HAS OCCURRED. 16.TRAFFIC CONTROL ON PUBLIC STREETS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN CONFORMANCE WITH THESE PLANS, THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", AND AS FURTHER DIRECTED BY NEW HANOVER COUNTY AND NCDOT. 17.ALL RETAINING WALLS SHALL REQUIRE THE SUBMITTAL OF A STAND ALONE SET OF CONSTRUCTION DRAWINGS WITH CORRESPONDING DESIGN CALCULATIONS AND SPECIFICATIONS FOR THE RETAINING WALL SYSTEM, PREPARED, SIGNED AND SEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. 18.ALL ON-SITE PAVEMENT SHALL BE STANDARD ASPHALT, UNLESS OTHER WISE NOTED. 19.NO SIGHT OBSTRUCTING, OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECT BETWEEN THE HEIGHTS OF THREE (3) FEET ANDSEVEN (7) FEET ABOVE THE CURB LINE ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN A SIGHT TRIANGLE. 20.FORKLIFT RAMP SLOPE MAXIMUMS ARE NOT AN ENDORSEMENT OR RECOMMENDATION. FORKLIFT CHOICE AND TECHNIQUE DETERMINES MAXIMUM SLOPE ALLOWED. CONFIRM LIMITS OF SLOPE RECOMMENDED BY FORKLIFT MANUFACTURER PRIOR TO PURCHASING A FORKLIFT FOR THE PROPOSED LOADING DOCKS. FOUNDATION LANDSCAPE INTERIOR LANDSCAPE LANDSCAPE BED KEY STREET YARD LANDSCAPE D. MILLER J. GUTHRIE M.LERCH HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING 15" RCP EXISTING PAVED ENTRANCE OH E EXISTING 20" CPP EXISTING SIGN 27 28 28 IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12'25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRETE C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D L O D L O D LO D L O D L O D L O D L O D LO D LO D LOD LO D LOD LOD LOD LO D LO D LOD LOD GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S FFE=28.50 FFE=28.50 EL 27.33 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE FG 27.66 FG 27.30 FG 27.40 FG 28.05 FG 28.05 FG 27.75FG 27.75 FG 26.75 FG 26.75FG 26.66FG 26.66 FG 26.41 FG 27.30 FG 28.25 FG 27.66 FG 27.66 FG 27.86 FG 27.30 FG 27.50 FG 27.50 FG 27.33 FG 26.75 FG 27.33 FG 27.75 FG 26.50 2 8 27 28 FG 26.75 FG 27.50 FG 27.66 FG 27.75 FG 27.50 FG 26.45 FG 26.45 FG 26.75 FG 27.50 FG 27.25 22' 26' 22' 26' PROPOSED SCM STORMWATER PLAN CD100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ C D 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O R ATION REGIS T E R E D LANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H R E G I S T ERED L A N D S CAP E A R C H ITECT N D. MILLER R. AWAR M.LERCH HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING PAVED ENTRANCE OH E EXISTING SIGN 27 28 28 EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS 25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRETE C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D L O D L O D LO D L O D L O D L O D L O D LO D LO D LOD LO D LOD LOD LOD LO D LO D LOD LOD GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S FFE=28.50 FFE=28.50 EL 27.33 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE PROPOSED SCM SS SS W W W W W W W W W W W W W PROPOSED WATER CONNECTION TO EX. WELL. PROPOSED SEPTIC CONNECTION METER CT CAB TROUGH UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE T PROPOSED ELECTRIC CONNECTION ELECTRICAL TRANSFORMER LOCATION TO BE DETERMINED. UGE UGE UGE UGE UTILITY PLAN CU100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ C U 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION N UTILITY NOTES 1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE. 2.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND BACKFLOW PREVENTER. 3.ANY UTILITY CONSTRUCTION SHALL CONFORM TO NEW HANOVER COUNTY AND NCDOT STANDARDS & SPECIFICATIONS. 4.CONTRACTOR TO CONTACT UTILITY COMPANIES TO RELOCATE ANY EXISTING UTILITY POLES OR DISTRIBUTION MAINS. ALL EXISTING UTILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. RECOMMEND THAT CONTRACTOR INVESTIGATES ALL POTENTIALLY IMPACTED UTILITIES IMMEDIATELY UPON BEGINNING PROJECT, AND NOTIFIES IMPACTED UTILITY COMPANIES AS SOON AS IT IS DETERMINED THAT RELOCATIONS ARE REQUIRED. 5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTER INSTALLER MUST CONTACT NEW HANOVER COUNTY CROSS-CONNECTION CONTROL, DEPARTMENT OF WATER MANAGEMENT AT NEW HANOVER COUNTY TO OBTAIN PERMIT AND INSTALLATION REQUIREMENTS PRIOR TO INITIATING WORK. 6.ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS MUST BE PROVIDED WITH 5" DIAMETER STORZ CONNECTIONS. 7.FIRE DEPARTMENT CONNECTIONS MUST BE ORIENTED 45° TOWARD GRADE. 8.PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGS SHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE APPURTENANCES. PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) MUST BE ISSUED BY FIRE PLANS EXAMINER PRIOR TO INSTALLATION OF SAID HYDRANT(S). 9.FIRE HYDRANTS SHALL BE NO MORE THAN 400' FROM A BUILDING OR HOUSE ALONG AN APPROVED APPARATUS ACCESS ROAD, AS MEASURED BY AN APPROVED ROUTE AROUND THE BUILDING OR HOUSE. (ENFORCED AT TIME OF BUILDING PLAN SUBMITTAL), AS REQUIRED BY THE CURRENT NCFPC 10.FOR FIRE APPARATUS LOCATIONS, 150 FEET TO ALL PORTIONS OF THE EXTERIOR WALL OF THE FIRST FLOOR OF THE BUILDING FROM THE APPARATUS ROAD SURFACE, IS REQUIRED PER THE CURRENT NCFPC. 11.APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT 80,000 LBS., WITH A POINT LOAD OF 75 PSI, AND SHALL BE SURFACED TO PROVIDE ALL WEATHER DRIVING CAPABILITIES, AS REQUIRED BY THE CURRENT NCFPC. DESIGN MUST BE SEALED BY AN ENGINEER SHOWING CALCULATIONS AND ROAD CONSTRUCTION DETAILS. 12.FIRE FLOW ANALYSIS MUST BE PROVIDED AT TIME OF BUILDING PERMITS PER THE CURRENT NCFPC. THIS IS REQUIRED SO THAT VERIFICATION OF THE MINIMUM FIRE FLOW DOES EXIST FROM THE EXISTING/NEW HYDRANTS FOR THE NEW BUILDING TO SUPPLY THE FIREFIGHTING EFFORTS. 13.LANDSCAPING AND HARDSCAPING LAYOUT MUST BE ARRANGED TO ALLOW CLEAR VISIBILITY OF ALL FIRE EQUIPMENT UPON APPROACH, WITH READY ACCESS PROVIDED THERETO. 14.ABOVE-GROUND UTILITIES TO BE SCREENED. 15.A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO INSTALLATION OF EACH UTILITY. ALL UTILITIES SHALL SUBMIT PLAN DRAWINGS AND APPLICATIONS TO THE CITY ENGINEERING DIVISION. 16.SANITARY SEWER SERVICES SHALL BE 1.0% MINIMUM SLOPE. D. MILLER R. AWAR M.LERCH HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING 15" RCP EXISTING PAVED ENTRANCE OH E EXISTING 20" CPP EXISTING SIGN 27 28 28 IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12'25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 27 28 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRETE C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B 07 14,800 SF 14,800 SF WAREHOUSE WAREHOUSE(GRAVEL WITH REINFOR C E D G R I D -TO BE COUNTED AS IMP E R V I O U S ) 04 4 22,652 SF STREET YARD AREA (SEE SHEET LS100 FOR PLANTING PLAN) 12,844 SF STORMWATER & INTERIOR LANDSCAPE PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D L O D L O D LO D L O D L O D L O D L O D LO D LO D LOD LO D LOD LOD LOD LO D LO D LOD LOD 2,249 SF STREET YARD AREA LIMITS OF DISTURBANC E LIMITS OF DISTURBANC E DEFERRED PARKING DEFERRED PARKING GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S PROPOSED SEPTIC LOCATION PROPOSED DUMPSTER LOCATION FFE=28.50 FFE=28.50 EL 27.33 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD LIMITS OF DISTURBANCE 0906 6 ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) 18.0' 1 2 . 0 ' 12 . 0 ' 12 . 0 ' 12 . 0 ' 7"x9" RAILROAD TIE BORDER (TYP.) 67 . 1 ' 22.0' PROP. LINE PROP. LINE PROP. LINE PROP. LINE PROP. LINE 04 PR. CONCRETE WHEELSTOP (TYP.) SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE PHASE II (STORMWATER AND A L L S I T E P L A N REQUIREMENTS TO BE APPROVED WITH PHASE I . B U I L D I N G PERMIT FOR PHASE II WA R E H O U S E T O B E COMPLETED IN THE FU T U R E . PROPOSED SCM 7"x9" RAILROAD TIE BORDER (TYP.) 12 . 0 0 ' 36.0 0 627 LF STREET YARD LANDSCAPE (30 PROPOSED CANOPY TREES- 214 SHRUBS) 323 LF STREET YARD LANDSCAPE (9 CANOPY TREES- 50 SHRUBS) 12 . 0 0 ' 36.0 0 (14) IGA (13) PCG (3) LLP (3) SSG (3) NSY (9) PCG (14) IGA (11) IGA (21) IGA (42) PCG (21) IGA (21) IGA (42) PCG (47) PCG (9) IGA (3) NSY (3) LLP (3) NSY (4) LLP (1) SSG (5) SSG (3) NSY (2) LLP (3) NSY (2) LLP (1) LLP (8) KOP (91) IGA (25) DVJ (25) COB (5) DVJ (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP SEE SHEET LP101 FOR THE OVERALL PROPOSED PLANT SCHEDULE. (178 sf) CGR (178 sf) CGR (178 sf) CGR (178 sf) CGR (58 sf) CGR (232 sf) CGR (450 sf) CGR (139 sf) CGR (371 sf) CGR (221 sf) CGR (6) IVB (6) IVB (10) IVB (9) IVB LANDSCAPE PLAN LP100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ L P 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O R ATION REGIS T E R E D LANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H R E G I S T ERED L A N D S CAP E A R C H ITECT N SYMBOL COMMON NAME TREES GOLDEN RAIN TREE LONGLEAF PINE SOUTHERN SUGAR MAPLE CANOPY TREE TUPELO SHRUBS FIBER OPTICS® BUTTONBUSH FIRST EDITIONS® VINTAGE JADE DISTYLIUM FOREVER EMERALD™ INKBERRY HOLLY LOVE CHILD® SWEETSPIRE PINK CLOUD PINK MUHLY GRASS GROUND COVERS GRAY'S SEDGE PLANT SCHEDULE D. MILLER J. GUTHRIE M.LERCH MEMORANDUM To: New Hanover County Technical Review Committee Date: 10/03/2024 Subject: 6900 Holly Shelter Road, Warehouse Comments: • No comments. NCDOT STIP Projects: N/A WMPO 2045 Projects: N/A New Hanover County: 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 Warehousing (150) 29,498 SF 85 27 30 * Note trip generation is based on both phases of the proposed development. Wilmington Industrial Park – Major Subdivision – TRC Review Page | 1 To: Rodney Wright, CSD Engineering, rodney@csdengineering.com From: Amy Doss, Associate Planner Date: October 16, 2024 PID#: R03300-002-009-000, R03300-002-010-000 Egov# SUBPP-24-0011 Subject: Wilmington Industrial Park - Preliminary Plan TRC Review The following comments have been received for the October 16, 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 below items must be resubmitted prior to receiving preliminary plan approval. Planning, Amy Doss 910-798-7571 1. General Comments a. Zoning District AC. b. Please note setbacks for buildings and any required buffers on the plan. c. Conventional subdivision. d. Please provide a copy of the POA to be recorded as part of the commercial subdivision for tenants, to include private street and drainage maintenance. e. Will any portion of the infrastructure be bonded? 2. 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. 3. UDO Section 5.3, Tree Retention a. Page 2 of the Tree Removal Permit application is incomplete. Please complete the form and send when it is ready. b. Please provide breakdown of the documented trees and significant trees being removed and being saved. Wilmington Industrial Park – Major Subdivision – 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. 4. UDO Section 5.4, Landscaping and Buffering a. Please note that a landscape plan will be required for individual tenants or lots. 5. 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. 6. UDO Section 5.6, Signs a. Please show the location of any signs for the industrial park. 7. UDO Section 5.7, Conservation Resources a. Swamp Forest Conservation Resources are located on the site. Please verify the acreage of the conservation resource to determine the corresponding conservation requirements per UDO Table 5.7.3.A.5. 8. UDO Section 5.10, Airport Height Restriction a. Please refer to the Wilmington International Airport Height Restriction Map or contact Mr. Granseur Dick with FLYILM and note any height limitations or restrictions pertaining to the property. 9. UDO Article 6, Subdivision Design and Improvements. a. Maximum block length is 1,000 feet per UDO Section 6.2.2.A.2.b. Please note block length on plan to ensure compliance. b. If additional drainage easements are required per County Engineering, please note on the plan. c. Street connectivity requirements links to node ratio of no less than 1.40. The site plan reflects a link to node ration of 1.0. Please address this to meet requirements. A temporary turn around may be required if the dead end exceeds 500 feet in length. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Final Required. 2. TRC Typical comments sent via e-mail to Engineer. NHC Engineering, Galen Jamison 910-798-7072 Wilmington Industrial Park – Major Subdivision – TRC Review Page | 3 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 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. The existing drainage easements shall be expanded beyond 20’ in accordance with Section 2.6.5 of the NHC Stormwater Design Manual for the ditches located along the western and southern boundary of the property. 4. A drainage easement sized in accordance with Section 2.6.5 of the NHC Stormwater Design Manual will be requested for the existing ditch located along the northern boundary of the property. 5. Due to the proximity of known flooding, the 100 year storm attenuation will be required per Section 7.8.1.B.2 of the UNO. 6. Please align the SCM outfall in the direction of the flow and not perpendicular to the receiving channel. 7. Please indicate the allocation of BUA to each parcel in the site data table. 8. 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 1. Site plan reflects connection to public water and sewer. Proposed infrastructure does not appear to conflict with any setbacks to well and septic systems on adjacent properties. NHC Addressing, Katherine May 910-798-7443 1. Each building will need an individual address. 2. Please provide a preferred street name with alternatives for vetting. The street name must be approved before TRC approval. 3. 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 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 extensions. Wilmington Industrial Park – Major Subdivision – TRC Review Page | 4 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. Please see attached. WMPO, Greer Templer 910-341-0107 1. Please see attached. Army Corps of Engineers, Brad Shaver 910-251-4611 1. The drawing shows wetlands but the Corps has not been asked to verify wetlands on this tract to date. If wetlands are to be impacted a permit would be triggered. Comments not received at this time from: NHC Soil & Water Conservation, Brian Dadson 910-798-7138 Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila 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: Date: Subject: New Hanover County Technical Review Committee September 30, 2024 Wilmington Industrial Park – 2501 Blue Clay 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. •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 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 Roadway Improvements: A right turn lane is needed. This is based off the following, ITE Code 130: 290,000 square feet and an AADT of 7900 on Blue Clay Road. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. • Figure 8-10 Recommended Treatment for Turn Lanes (Included). Site Plan Comments: Additional right of way might be needed for the construction of a right turn lane. 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. Show and label all gates with distances to the right of way line. Label the radii for the driveway proposed driveway/driveways. • Make sure to accommodate the largest proposed vehicle. Label the internal protection stem length for the proposed driveway connection. • 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 MEMORANDUM To: New Hanover County Technical Review Committee Date: 10/03/2024 Subject: 2501 Blue Clay Road – Blue Clay Commercial at Wilmington Industrial Park Comments: · If any increases are made to the square footage of the proposed site, the WMPO would recommend reassessing trip generation as the current results are 1 peak hour trip in both the AM and PM away from tripping the TIA requirement threshold. NCDOT STIP Projects: N/A WMPO 2045 Projects: N/A New Hanover County: 2024 Bicycle & Pedestrian Priorities Plan Amendment proposed project: Blue Clay Road (SR-1318)/Gordon Road (SR-1399) 10’ paved multi-use path from NC 133/Castle Hayne Road to US 117/N College Road. 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 Industrial Park (130) 290,000 SF 977 99 99 Seabreeze Village Commercial – Major Subdivision – TRC Review Page | 1 To: Richard Yang, SOCOL LLC, rsy@bellsouth.net From: Zach Dickerson, Senior Planner Date: October 16, 2024 TRC Review Address: 7611 Carolina Beach Road Egov# SUBPP-24-0012 Subject: Seabreeze Village Commercial Subdivision- Preliminary Plan TRC Review The following comments have been received for the October 16, 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 below items must be resubmitted prior to receiving preliminary plan approval. Planning, Zach Dickerson 910-798-7450 1. General Comments a. Zoning is (CZD) CB. b. Please include note on the plat for recording: “All development on site must be in line with the approved concept plan as part of rezoning case Z23-23” c. Please provide copy of covenants to be recorded as part of the commercial subdivision for tenants. d. Are any portions of the infrastructure going to be bonded? 2. UDO Section 5.1, Parking and Loading a. Based on the conditional rezoning concept plan, it appeared that each tenant was to have their own parking- is this still the case? 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. Have you already started working with NCDOT to permit the driveway cuts on N and S Seabreeze Rd? Seabreeze Village Commercial – Major Subdivision – TRC Review Page | 2 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. There was already some tree removal on this site, the mitigation of which was bonded. I have already been in contact with Cameron Zurbruegg about this. c. Are any further trees to be removed? i. There was a Tree Removal Permit application attached to the site plan submittal, but the inches slated for removal said “0” – is this a paperwork glitch? 5. UDO Section 5.4, Landscaping and Buffering a. Please note that a landscaping plan will be required for the individual tenants prior to issuance of construction approvals. 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. 7. UDO Section 5.6, Signs a. All signs are subject to Section 5.6 of the UDO. b. Please note that signs fronting Carolina Beach Road have additional standards as outlined in Section 5.6 of the UDO. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Map, there are no Conservation Resources on this property. 9. UDO Article 6, Subdivision Design and Improvements. a. Please note that the concept plan for this project included sidewalks along the eastern side of the internal road. Please show these on the plat to be recorded. b. Please note that the conditions of approval required sidewalks along the frontage of S and N Seabreeze Road. These should be shown on this plat as well. Seabreeze Village Commercial – Major Subdivision – TRC Review Page | 3 NHC Fire Services, Sunnie Batson 910-798-7464 1. The submitted site plans do not include information the building/occupancy types that are planned for this space. There will be additional requirements dependent upon the project details. Unable to advise these additional requirements at this time. Follow-up with the Fire Marshal’s Office for further information is required. 2. Required for Plan Review Submittal 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 Fire Marshal’s Office. 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. 3. Per NCFC 503.6, submit for review the details and manufacturer information for the gate across the fire department access road. 4. Per NCFC 507.1, Provide an Engineered 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. This report shall be submitted by a P.E. and include the stamp of the submitting individual on the report. 5. Accessibility 6. All new structures larger than 12,000 square feet must comply with Section 510 of the NC Fire code. An Emergency Responder Radio Coverage (ERRC) survey must be conducted, and results given to the New Hanover County Fire Marshal’s Office Fire Plan Reviewer. All buildings that are more than one story, underground, windowless or buildings with a basement must complete an ERRC survey. (It is highly recommended that a pre-construction survey be conducted, however a pre-construction survey is not required.) 7. All new structures must comply with Appendix J of the NC Fire Code, Building Information Signs. An example can be provided upon request. 8. 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. During construction all parking for contractors; and staging for dumpsters and building materials, shall be on one side of the road, the side of the road opposite the fire hydrants. Fire apparatus access roads are to be a minimum of 26’ wide due to fire hydrants installed along the roadway (Appendix D). The fire code official may increase this width as necessary based on potential for fire apparatus response. Seabreeze Village Commercial – Major Subdivision – TRC Review Page | 4 9. Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). 10. Fire apparatus access roads that access commercial buildings greater than 30 feet in height are to be a minimum of 26 feet wide, be capable of handling the weight of aerial fire apparatus (100,000 lbs.) and be passable in all weather conditions. 11. 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. Commercial buildings shall have fire lanes marked (Chapter 5) 12. Fire apparatus access roads shall provide access to within 150 feet of each side of the first-floor exterior walls unless the building is equipped throughout with an approved automatic sprinkler system then the distance increases to 200 feet (Chapter 5). If these options are not selected, please contact the fire code official and fire department for guidance. 13. Gates on fire apparatus access roads are discouraged due to the delay in response. If gated access is deemed necessary it shall be either staffed with personnel 24 hours per day every day, 365 days of the year or must include KNOX key bypass switch and siren activation (both). (Chapter 5). 14. Fire lanes shall be a minimum of 18 feet wide and 14 feet vertical clearance feet including trees, canopies, bridges, etc. and must be marked. 15. Key Boxes (KNOX Boxes) Required if structure is required to have a fire alarm system or automatic sprinkler system. Knox Box required at/adjacent to the front (main) entrance, at an elevation of 5 ft, +/- 6 in. A KNOX box(es) is(are) required at the exterior access nearest the fire sprinkler riser(s). Larger facilities may require additional key boxes. All key box locations must be shown on the building plans. All key boxes are required to be installed prior to final inspection. 16. The customer may order online from Knox. Additional information for ordering is available through the Fire Marshal’s Office. 17. Premises identification is required. Address and or unit numbers are required on the street side as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6 inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their Seabreeze Village Commercial – Major Subdivision – TRC Review Page | 5 background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. 18. Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire detection/protection equipment must be identified with signage (Chapter 5). 19. Generator and solar installations shall be in accordance with Chapter 6. 20. Water Supply (Chapter 5 and Appendix C) • 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) • An engineered fire flow calculation indicating the available fire flow shall be submitted to the Fire Marshal’s Office during plans review. • If an approved water supply capable of supplying the required fire flow for fire protection is available, fire hydrants shall be provided. • If the approved water supply is not capable of supplying the required fire flow for fire protection a private system shall be engineered to meet the required fire flow for both automatic sprinkler systems and fire hydrants. 21. Fire Hydrants o 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—even if the hydrants are being installed on the Aqua NC water system. o The fire hydrant across from 834 South Seabreeze Road, hydrant number 126, shall be made accessible from South Seabreeze Road. o All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. o Fire hydrants in mixed use and commercial areas shall be installed so that all insured properties are within 250 feet of a hydrant (hydrant spacing approximately 500 feet apart along fire apparatus access roads and preferably located at intersections when possible). 22. o Fire hydrants for industrial and manufacturing areas shall be installed so that all structures are within 250 feet of a fire hydrant; distances may be adjusted more or less based on approval of the fire code official and based on the hazards present. Seabreeze Village Commercial – Major Subdivision – TRC Review Page | 6 o Additional fire hydrants may be required by the fire code official based on the type of hazard or use of the protected structure. (Appendix C) o Fire hydrants should be located 50 feet or more from the structure they protect. 23. • Fire Department Connections (FDC) o Fire Department connections shall utilize 5-inch Storz connections with a 30 degree down angle. Remote FDC’s are discouraged. o A fire hydrant shall be located no less than 50 feet from the structure and no greater than 100 feet from the fire department connection. For buildings with multiple fire department connections, each one shall have a dedicated fire hydrant. o The fire department connection shall be located so that the fire apparatus and the hoses connecting it to the fire hydrant and to the fire department connection do not obstruct access to the buildings for other fire apparatus. o Fire department connections shall not be obstructed by fences, bushes, dumpsters, utilities, or vehicles. Fire department connections are to be unobstructed with 36 inches clearance to both sides and 78 inches vertically. 24. An audible/visual device indicating water flow or fire alarm activation shall be located above the fire department connection. 25. The fire department connection shall be labeled with code compliant signage indicating the type of connection and where more than one fire department connection exists additional signage is required to indicate the area protected. 26. Construction and Demolition All construction and demolition work must comply with Chapter 33. Parking shall be limited to one side of the road—the side opposite fire hydrants. 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 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 Seabreeze Village Commercial – Major Subdivision – TRC Review Page | 7 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 include all TIA required roadway improvements with the Engineering permits submission. 4. Please confirm with the DOT the re-routing of the northern drainage area to the south is permissible as DOT may require 100 year storm attenuation for re-routing watershed drainage. 5. Please align the SCM outfall in the direction of the flow and not perpendicular to the receiving channel. 6. Consideration should be given to removing what is assumed as a culvert in the ROW located in the SE corner of the site. 7. Has wetland delineation been completed? 8. 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 1. Site plan reflects connection to a public water supply. Any existing well heads must be located and properly abandoned by a certified well driller. 2. Site plan reflects connection to public sewer. Any existing septic tanks for old structures must be pumped, crushed and filled for proper abandonment. NHC Addressing, Katherine May 910-798-7443 1. Please submit street name option with alternatives. The suffix options are listed below: o Lane, Row, Run, Way 2. Address comments will be provided after a building layouts are submitted. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. No CFPUA water or sewer available. NCDOT, Nick Drees 910-343-3915 1. See attachment WMPO, Greer Templer 910-341-0107 1. See attachment Army Corps of Engineers, Brad Shaver 910-251-4611 1. Wetland verification request is in house but has not been acted on to date. Seabreeze Village Commercial – Major Subdivision – TRC Review Page | 8 Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila 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: Seabreeze Village – 7611 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. • 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). • It is recommended that you reach out to the NCDOT District Office prior to submitting plans to avoid a redesign of the proposed utilities. • 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: The following roadway improvements are required per the approved TIA: • US 421 and SR 1531 (South Seabreeze Road) (Signalized intersection): o Construct an exclusive westbound left turn lane on South Seabreeze Road with 100 feet of full width storage which continues as a TWL TL. o Provide a Permitted + Overlap phasing for eastbound right turn lane. o Optimize the signal timings. • SR 1531 (South Seabreeze Road) and Site Access 1 (Stop-controlled intersection): o Construct an exclusive eastbound left turn lane on South Seabreeze Road with 50 feet of full width storage which continues as a TWL TL. o Construct site access (southbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line and with one ingress and one egress lane. o Provide stop controls for the southbound approach. • 1528 (North Seabreeze Road) and Site Access 2 (Stop-controlled intersection): o Construct site access (northbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line and with one ingress and one egress lane. o Provide stop controls for northbound approach. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. • Figure 8-10 Recommended Treatment for Turn Lanes (Included). Site Plan Comments: Hydraulic calculations and associated plan sheets will need to be submitted for the site. • 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: 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 • 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. Label the radii for the driveway proposed driveway/driveways. Label the internal protection stem length for the proposed driveway connection. • 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. MEMORANDUM To: New Hanover County Technical Review Committee Date: 10/03/2024 Subject: Seabreeze Commercial Subdivision Comments: • No comments. NCDOT STIP Projects: N/A WMPO 2045 Projects: N/A New Hanover County: 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: The WMPO approved a TIA associated with Seabreeze Village in August 2023. It is required that the relevant parties implement the outlined improvements. Name of Project – Address of Project – TRC Review Page | 1 To: William Block, Olympus Holding Company Castle Hayne, LLC From: Robert Farrell, Development Review Supervisor Date: October 16, 2024 TRC PID#: R01100-008-011-002 & R01100-008-010-000 Egov# SUBPP-24-0013 Subject: 5210 Holly Shelter Road – The Oasis Apartments – TRC Review The following comments have been received for the October 16, 2024, 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, Robert Farrell, 910-798-7164 1. General Comments a. Property is part of a larger Conditional RMF-L project for a mixed multi-family and attached single-family development. b. Site notes on page two should be updated to reflect current Conditional RMF-L zoning district designation. c. The rezoning was approved with three conditions. i. A pedestrian connection is shown extending to the adjacent parcel meeting the requirement of rezoning condition 1. ii. Maximum height indicated in the page 3 site notes complies with rezoning condition 2. iii. A declaration statement meeting condition 3 will need to be provided and approved by New Hanover County Planning before a Certificate of Occupancy can be issued for the first building in the multi-family section of the project. d. Site is also subject to an administrative determination adjusting the location of stormwater ponds and other site features. See attached Minor Deviation Approval letter dated July 19, 2024. Name of Project – Address of Project – TRC Review Page | 2 e. Plans note a powerline easement on this property. If the easement is a Duke powerline easement, please contact Bill Wilder with Duke Energy (Bill.Wilder@duke-energy.com). 2. UDO Section 5.1, Parking and Loading a. Multi-family parking requirements are based on the number of bedrooms provided in the project. Two-bedroom units are required to have two parking spaces. b. Site notes indicate 240 total multi-family units. 240 units x 2 parking spaces = 480 required spaces. c. Site notes indicate 482 spaces provided meeting the county’s parking requirements. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. b. The current TIA on record for this project is a single-phase TIA. All required improvements will need to be installed before the county can issue the first Certificate of Occupancy for a structure in either the multi-family or attached single-family phases. c. Staff is aware the development is currently working with WMPO and NCDOT to revise the TIA, however until a revised phased TIA is approved the current TIA of record shall apply. 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. A separate tree removal permit will need to be submitted in COAST. 5. UDO Section 5.4, Landscaping and Buffering a. A landscape plan will be required for the entire site to include foundational plants and other requirements for the apartment buildings and amenity building. b. Proposed locations of parking islands meeting ordinance requirements. 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. Name of Project – Address of Project – 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. Conservation resource map indicates there are Pocosin wetlands on the property, however they are not underlaid with Class IV soils. Therefore no conservation resource requirements apply to the multi-family phase of the project. 9. UDO Section 5.8, Open Space Requirements a. Minimum 20% open space required. 13.28 acres (56.6%) open space provided exceeding the county’s open space requirements. 10. UDO Article 6, Subdivision Design and Improvements a. Site includes 7 link and 5 nodes. 7/5 = 1.40 meeting the Street Connectivity Standards. b. Will traffic calming devices such as speed tables be included in the project? If so they will need to be shown on the site plan. c. Cul-de-sac of Block Circle appears to exceed the 500-foot limit of Section 6.2.2.7.i however due to the adjacent FAA site, interconnectivity through a street stub is unnecessary due to the land use relationships between the neighboring parcels. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Finals required 2. Sprinkler & Fire Alarm permits required 3. A Fire Hydrant Plan is required 4. A Fire hydrant shall be place within 100 feet of all FDC's 5. A Section 510 study shall be required for all buildings over 12,000 sq. feet - Emergency Radio Coverage for First Responders 6. A Fire hydrant shall be placed at each street intersection / entrance with Blue Clay Road and Holly Shelter Road Name of Project – Address of Project – TRC Review Page | 4 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 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. Is a standalone County stormwater permit anticipated or is one permit with Blue Bay townhomes anticipated? 4. A drainage easement sized in accordance with Section 2.6.5 of the NHC Stormwater Design Manual will be requested for the existing ditch located along the western and southern boundary of the property. 5. Please include all TIA required roadway improvements with the TRC resubmission. 6. 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 1. Site Plan reflects connection to public water and sewer. Need to submit to pool application and plans to Environmental Health for approval of swimming pool and club house prior to building permit issuance. 2. Site Plan reflects connection to public water and sewer. Need to submit to pool application and plans to Environmental Health for approval of swimming pool and club house prior to building permit issuance. Name of Project – Address of Project – TRC Review Page | 5 NHC Addressing, Katherine May 910-798-7443 1. Street Names: o Block Circle – This road may not need to be named. I will confirm and get back to you on this. o Sunshine Drive - Approved o Ammons Way – Not approved ▪ Street name already in use, please provide alternatives. ▪ “Way” suffix can only be used for streets less than 1,000 ft. Suffix options are listed below. • Avenue, Drive, Road, Row, Run, Street, Terrace Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review 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 is available; an on-site sewer pump station would be necessary with a force main discharging into a manhole south of the property. 4. Northwest Force Main Cost Recovery Fee will apply. 5. Northern Water Mains Cost Recovery Fee will apply. 6. CFPUA Meter Sizing Form will be required. 7. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 8. 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. 9. 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. Name of Project – Address of Project – TRC Review Page | 6 WMPO, Greer Templer 910-341-0107 1. See attached Army Corps of Engineers, Brad Shaver 910-251-4611 1. A delineation has been verified and it appears there may be some jurisdictional tributaries that could be impacted at which point a permit would be required. The current map does not clearly show the tributaries verified on the wetland delineation. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila 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 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. Know what's R CONTACT THESE UTILITIES NEW HANOVER COUNTY PLANNING DEPARTMENTPH: 910-798-7165 PIEDMONT NATURAL GAS ATTN: CARL PAQUETPH: 910-350-2242 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE CFPUA (WATER & SEWER)PH: 910-332-6550 DUKE ENERGY PROGRESSGENERAL PH: 1-800-452-2777 AT&T ATTN: STEVE DAYVAULTPH: 910-341-7664 SPECTRUMGENERAL 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 SURVEYORPARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVEWILMINGTON, NC 28403JOSH TAYLOR, PLS (910-791-6707) ENGINEER/ LAND PLANNER/ LANDSCAPE ARCHITECTPARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVEWILMINGTON, NC 28403CIVIL: 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 TI 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 SID B U R Y R D CASTLE H A Y N E R D N COLLE G E R D DAIRY 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 29. 3 0 FFE 2 9 . 5 0 FFE 2 9 . 6 0 FFE 2 9 . 6 0 FFE 2 9 . 6 0 FFE 29.50 FFE 29.50 29 29 29 29 29 29 29 29 29 29 29 28 29 2929 29 29 29 29 29 28 28 2828 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 27 27 27 27 28 28 28 28 28 28 28 27 28 28 29 28 28 29 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 10OK 10 OK 12 OK 8OK 12 OK 8 OK 8OK 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 WE T WET WE T WETWET WETWET WETL A N D S POW 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 30' G A S E A S E M E N T D.B. 5 4 9 2 , P G . 6 2 0 TEM P O R A R Y WOR 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 UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG WWWWWWWWWWWWWW W PN 19 GM 13 OK 9 OK 9GM 15 X X X XXX X XX X X X XXX XX X XX X X XX X XX X XX XX XX XX X XXX 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' MI 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' PE R F O R M A N C E R E S . S E T B A C K BU I L D I N G 1 12 - 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 BUIL 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 824-UNITS BUILDING 924-UNITS MH-4 3 RIM= 2 9 . 0 0 INV. O U T = 1 7 . 7 8 AMENITY6000 SF POOL FFE 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 FIRE FIR E FIR E FIR E FIR E FIR E FIRE FIRE W W FIRE FIRE FIR E W W W W W W W FI R E FIR E FIR E FIR E FIR E FIR E FI R E FIR E FIRE FIR E FIRE FIRE 000 FIRE W W W W W W FIRE SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 : 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 : VOR 1,670' RADIUS;55' HEIGHT LIMITATION FORBUILDINGS 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 ROAD60' 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 / STR E E T Y A R D , T Y P . EXISTING WETLANDS, TYP. PEDESTRIAN CONNECTION;TO CONNECT TO ADJACENTTOWNHOME DEVELOPEMENT'SSIDEWALK VICINITY MAP NOT TO SCALE NORTH 40 SITE TIMBE R D R E HOLLY SHELTE R R D BLU E C L A Y R D SIDBURY RD CAS 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 FA R M S R D OPEN SPACEMULTI-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 BEDROOM2 / DU WITH 2+ BEDROOMSALL 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 STANDARDSMULTI-FAMILY APARTMENTS REQUIRED PER (CZD) RMF-LSETBACK AGAINST RESIDENTIAL: 30' MIN.BUILDING HEIGHT MAXIMUM: 3 STORIES, 45' HT MAX.BUILDING SEPARATION 20' MIN. LANDSCAPING & BUFFERING NOTES1. STREETYARDS SHALL BE PROVIDED ALONG HOLLY SHELTER ROAD AND BLUE CLAY ROAD INACCORDANCE WITH SECTION 5.4.6 OF THE NEW HANOVER COUNTY UDO2. BUFFERYARDS SHALL BE PROVIDED ABUTTING RESIDENTIAL LAND USES WHERE EXISTINGVEGETATION IS INSUFFICIENT TO SATISFY THE REQUIREMENTS OF SECTION 5.4.3 OF THE NEWHANOVER COUNTY UDO SITE INFORMATIONPROJECT ADDRESSES: 5210 HOLLY SHELTER RD;5735 BLUE CLAY RDCASTLE HAYNE, NC 28429 PROPERTY OWNER: HOLLY TANK, LLC; BLUE TANK LLC24 BACKFIN PTWILMINGTON, NC 28411 PARCEL PINS: R01100-008-011-002 (± 23.01 AC)R01100-008-010-000 (± 49.38 AC) TOTAL PROJECT SITE AREA: ± 72.39 ACRESMULTI-FAMILY RESIDENTIAL: ± 24.32 ACRESTOWNHOMES / SF / DUPLEX: ± 48.09 ACRES CURRENT ZONING: (CZD) RMF-L PROPOSED USE: MULTI-FAMILY (APARTMENTS)FUTURE LAND USE CLASSIFICATION: GENERAL RESIDENTIAL MAX DENSITY ALLOWED PERRMF-L CONITIONAL ZONING: 521 UNITS (243 MF, 278 TH)MULTI-FAMILY UNITS APPROVED: 243 UNITS TOTAL APPROVED THIS PHASEMULTI-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 – ASSHOWN BY FEMA MAP NUMBER 3720324200K BEARING AN EFFECTIVE DATE OFFEBRUARY 16, 2007. WETLAND: INFORMATION: A WETLAND DELINEATION PREPARED BY SEGI (ENVIRONMENTAL CONSULTANT) WASAPPROVED AS A PJD BY THE USACE ON MARCH 17, 2022 SIDEWALKS1. SIDEWALKS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEW HANOVER COUNTY UDO.2. ALL SIDEWALKS WILL BE 5' MINIMUM.3.WASTE DISPOSALWASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS LOCATION HAS BEENNOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED EQUIPMENT SHALL BE COMPLETELY ENCLOSEDAND SCREENED WITH AN OPAQUE FENCE OR WALL. THE ENCLOSURE SHALL BE AT LEAST ONE (1) FOOTTALLER THAN THE HIGHEST POINT OF THE TRASH RECEPTACLE. GENERAL NOTES1. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 OF THEUDO.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 PHASEDEVELOPMENT 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 COUNTYREGISTRY, STATING THE PROPERTY IS IN PROXIMITY TO EXISTING AND FUTURE COMMERCIAL AND INDUSTRIAL ACTIVITIESTHAT MAY RESULT IN NOISE, VIBRATION, AND HEAVY VEHICLE TRAFFIC ON AREA ROADWAYS, WHICH ACTIVITIES MAY OCCURANY 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 OPENSPACE/VEGETATED BUFFER PROPOSEDSTORMWATERFACILITY EXISTING PARCELBOUNDARY 24' 103' 39' TREE TO BE RETAINED & USED AS STREETSCAPE & BUFFERS;ANY AREAS NOT MEETING COUNTY LANDSCAPEREQUIREMENTS 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 SIDEWALKADJACENT TO 6" CURB TYPICAL 24' DRIVE AISLE WITH PARKING ON BOTH SIDESN.T.S 1.5'1.5'6"6" SEE PLAN FORLOCATION OFSIDEWALKS 24" CURB GUTTER STD.ASPHALTPAVEMENT 1.0% 1.0% W W SS SS FIRE TRASHCOMPACTOR 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 LANDSCAPEREQUIREMENTS WILL BE AUGMENTED AS NECESSARY, TYP. SITE ACCESS SITE ACCESS EXISTING NATURAL GAS EASEMENT TO REMAIN BLOC K C I R C L E PRIVA T E D R I V E AMMO N S W A Y PRIVAT E D R I V E SUN S H I N E D R I V E PRIV A T E D R I V E EXISTING POWERLINE NUTALL OAK AS PARKING ISLAND TREES, TYP. OPENSPACE/VEGETATED BUFFER OPENSPACE/VEGETATED BUFFER OPENSPACE/VEGETATED BUFFER 96' 10 5 ' MEMORANDUM To: New Hanover County Technical Review Committee Date: 10/03/2024 Subject: 5210 Holly Shelter Rd; 5735 Blue Clay Rd - The Oasis Apartments Comments: • No comments. NCDOT STIP Projects: N/A WMPO 2045 Projects: N/A New Hanover County: N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is required. This is because PM peak hour trips exceed the threshold of 100. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Multifamily Housing (Low- Rise) (not close to rail) (220) 243 DUs 1,633 98 125 *Trip generation run on approved number of units specified on the site plan. Page | 1 MINOR DEVIATION APPROVAL To: Brad Schuler, Paramounte Engineering From: Robert Farrell, Development Review Supervisor Date: July 19, 2024 Subject: Minor Deviation Approval – Z23-12 – The Oasis Residential The minor deviation to the concept plan for multi-family portion of Z23-12 for the Oasis Conditional RMF- L residential rezoning has been approved. The proposed changes have not material effect on the character of the approved development because the location of the stormwater and other site features amended as part of the minor deviation for this were considerations that impacted the final rezoning approval. The approved changes include the relocation of the stormwater pond near Blue Clay Road, a reduction from 243 to 240 units, relocation of structures on site, and minor changes to internal circulation not impacting public safety. If you have any questions, I may be reached at rfarrell@nhcgov.com or at (910) 798-7164. Thank you, Robert Farrell Development Review Supervisor PT S H E A R I N PID: R 0 1 1 0 0 - 0 0 8 - 0 1 1 - 0 0 3 ZON I N G : 1 - 1 LAN D U S E : W E A T H E R S T A T I O N CA M E R O N C O M P A N Y T I M B E R L L C PID : R 0 1 1 0 0 - 0 0 8 - 0 1 1 - 0 0 5 ZO N I N G : I - 2 LA N D U S E : V A C A N T L A N D OL D C A S T L E A P G S O U T H I N C PID : R 0 1 1 0 0 - 0 0 8 - 0 2 4 - 0 0 0 ZO N I N G : I - 2 LA N D U S E : C O N S T R U C T I O N S E R V I C E AN D E R S O N J O N A T H O N A PI D : R 0 1 1 1 6 - 0 0 1 - 0 0 1 - 0 0 0 ZO N I N G : R - 1 5 LA N D U S E : R E S I D E N T I A L MI L L E R D U S T I N A PI D : R 0 1 1 1 6 - 0 0 1 - 0 0 2 - 0 0 0 ZO N I N G : R - 1 5 LA N D U S E : R E S I D E N T I A L ST E W A R T R A N D Y C PI D : R 0 1 1 1 6 - 0 0 1 - 0 0 3 - 0 0 0 ZO N I N G : R - 1 5 LA N D U S E : R E S I D E N T I A L DEAL MARK A PID: R01116-001-004-000 ZONING: R-15 LAND USE: RESIDENTIAL S & W READY MIX CONCRETE COMPANY LLC PID: R01200-002-002-001 ZONING: I-2 LAND USE: CHEMICAL PLANT 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 X GM 1 3 GM 1 0 GM 1 3 GM 1 2 PN 2 6 OK 8 OK 1 2 GM 1 0 GM 1 0 GM 1 3 GM 1 0 OK 1 2 OK 8 GM 1 3 OK 1 0 OK 1 3 PN 1 9 PN 1 3 GM 1 3 PN 2 0 PN 1 8 OK 8 PN 2 4 OK 1 2 OK 1 2 OK 1 2 OK 1 2 OK 8 OK 1 5 GM 1 4 GM 8 GM 1 3 OK 9 OK 9 GM 1 5 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 OHEOHEOHEOHEOHEOHEOHE POWERLINE EASEMENT D.B. 477, PG. 178 POWERLINE 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 30 ' 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 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 BUILDIN G 2 24-UNIT S BUILDING 8 24-UNITS BUILDING 9 24-UNITS TH E O A S I 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 22208.PE OL Y M P U S H O L D I N G C O M P A N Y C A S T L E H A Y N E , L L C 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 : 12 2 C i n e m a D r i v e Wi l 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 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. OPEN SPACE 10' x 70' SIGHT TRIANGLE, TYP. N O R T H 0 SCALE: 200'100' 1"=100' 300' BLUE CLAY ROAD 60' PUBLIC ROW CLUBHOUSE, AMENITY, AND LEASING OFFICE (PLACEHOLDER) SI T E P L A N OA S I S A P A R T M E N T S C-2.0 07 / 0 9 / 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 PEDESTRIAN CONNECTION; DESIGN TBD VICINITY MAP NOT TO SCALE NORTH 40 SITE TIMB E R D R E HOLLY SHE L 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:± 14.47 AC (59.5% OF SITE) INCLUDES AMENITY, WETLANDS, BUFFERS, & EASEMENTS PARKING REQUIREMENTS: MULTI-FAMILY PARKING STANDARD:1.5 / DU WITH 1 BEDROOM 2 / DU WITH 2+ BEDROOMS 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 (PHASE 1) FUTURE LAND USE CLASSIFICATION:GENERAL RESIDENTIAL MAX DENSITY ALLOWED PER RMF-L CONITIONAL ZONING:521 UNITS (243 MF, 278 TH) TOTAL PROPOSED UNITS:505 UNITS MULTI-FAMILY:240 UNITS TOWNHOMES:265 UNITS (PH 2: 135 UNITS , PH3: 130 UNITS ) PROPOSED DENSITY:± 7.0 DU/AC 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 ENGINEERING 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 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 FOR THE PROJECT. 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. 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 OPEN SPACE OPEN SPACE OPEN SPACE PROPOSED STORMWATER FACILITY EXISTING PARCEL BOUNDARY 24' 86' 3 9 ' TREE TO BE RETAINED, TYP. 24 ' 24' 24' MINIMUM 9' X 18' PARKING SPACES 24 ' PROPOSED FDC, TYP. PROPOSED FIRE HYDRANT, TYP. 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 5' CONCRETE SIDEWALK TYPICAL 24' DRIVE AISLE WITH PARKING ON BOTH SIDES N.T.S 1.5'1.5' 6"6" 5' CONCRETE SIDEWALK 24" CURB GUTTER STD.ASPHALT PAVEMENT 1.0% 1.0% W W SS SS FIRE TRASH COMPACTOR 24' 96'