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HomeMy WebLinkAbout12-3-2025 TRC Agenda Packet TECHNICAL REVIEW COMMITTEE AGENDA December 3rd, 2025 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, December 3rd, 2025 at 2:00 p.m. to discuss the below items. The Technical Review Committee (TRC) is a staff-level group that reviews projects for compliance with the regulations administered by each respective review agency. The TRC meetings are considered staff meetings with applicants and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state agencies about the review comments they have been provided. No voting is involved in the technical review process and no approvals or denials are made at TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Information about the projects can be found on online at the county’s Development Activity page. This meeting will be conducted remotely via teleconference. Interested parties can listen to the December 3, 2025 TRC meeting by calling 336-218-2051 and entering conference ID: 572 948 986# 2 Agenda Items Item 1: 721 Piner Rd – Office Building – SITECN-25-000106 • Request by Greg Taylor with GL & SM Limited Partnership for a 39,375 sq ft office building. • The site is located at 721 Piner Rd and is 2.72 acres, zoned O&I (Office and Institutional) • The engineer is Charlie Cazier with Intracoastal Engineering (charlie@intracoastalengineering.com) • The case planner is Katherine May (kmay@nhcgov.com) Item 2: 217 Sutton Lake Rd – Office and Industrial Buildings – SITECN-25- 000107 • Request by Wayne Turner with Turner Asphalt, LLC for 23,000 sq ft of office and commercial space. • The site is located at 217 Sutton Lake Road and is 5.67 acres, zoned I-2 (Heavy Industrial) • The engineer is Dennis Terry with Dennis Terry Design Inc. PA, Inc. (dennisterrydesign@gmail.com) • The case planner is Katherine May (kmay@nhcgov.com) Item 3: Las Tortugas Blvd – Landscape Company Building – SITECN-25-000108 • Request by Blair Walton with Element Outdoor Living Inc. for a 19,100 sq ft landscape contractor office. • The site is located on a currently unaddressed parcel (R01100-008-011-004) and is 15.1 acres, zoned B-2 (Regional Business). • The engineer is Rodney Wright with CSD Engineering (rodney@csd- engineering.com) • The case planner is Amy Doss (adoss@nhcgov.com) 3 Item 4: 5012 Carolina Beach Rd – Office Building – SITECN-25-000109 • Request by Jonathan Earle of JEMS Holdings, LLC for a 4,000 sq ft contractor office and storage with requisite parking. • The site is located at 5012 Carolina Beach Road, and is 0.49 acres, zoned B-2 (Regional Business) • The engineer is Charlie Cazier with Intracoastal Engineering (charlie@intracoastalengineering.com) • The case planner is Amy Doss (adoss@nhcgov.com) Item 5: 228 Old Dairy Rd – Office Building – SITECN-25-000110 • Request by Ray Sharpe with RS2 Enterprises, LLC for a 4,326 sq ft office building. • The site is located at 228 Old Dairy Rd and is .39 acres, zoned I-2 (Heavy Industrial) • The engineer is Greg Taylor with TMC Taylor Construction, Inc. (gtaylor@tmctaylor.com) • The case planner is Ryan Beil (rbeil@nhcgov.com) Item 6: 2024 Gardner Dr – New Hangars at ILM Airport – SITECN-25-000111 • Request by Nick Weller with Monteith Construction for 2 new hangars totaling 37,200 sq ft • The site is located at 2024 Gardner Drive at the ILM Airport and is zoned AC (Airport Commerce) • The engineer is Nick Lauretta with Riverview Engineering (nlauretta@rivervieweng.com) • The case planner is Zach Dickerson (zdickerson@nhcgov.com) 4 Item 7: 7241 Market St – Bank – SITECN-25-000112 • Request by Mauricio R Delgado with JPMorgan Chase Bank for a new 3,247 sq ft bank. • The site is located at 7241 Market Street and is 0.88 acres, zoned B-2 (Regional Business). • The engineer is Ethan Mindrebo with Bohler Engineering (emindrebo@bohlereng.com) • The case planner is Ryan Beil (rbeil@nhcgov.com) Item 8: 7031 Market St- Mihaly Office Building – SITECN-25-000118 • Request by Josh Mihaly for a new 2,160 sq ft office building with requisite parking. • The site is located at 7031 Market Street and is .34 acres, zoned (CZD) B-2, tied to rezoning case Z19-13. • The engineer is also Josh Mihaly (josh@mihalyland.net) • The case planner is Zach Dickerson (zdickerson@nhcgov.com) Item 9: 6221 Carolina Beach Rd – Pierson’s Pointe Townhomes – SUBPP-25-0034 • Request by John Smist with the Wilmington Realtors Foundation for a 48-unit row-style dwelling major residential subdivision • The site is located at 6221, 6223, 6227, and 6229 Carolina Beach Road and is 6.13 acres, zoned (CZD) R-5, Conditional Residential, Moderate High-Density, tied to rezoning case Z22-02 • The engineer is Luke Menius with Stroud Engineering (lmenius@stroudengineer.com) • The case planner is Zach Dickerson (zdickerson@nhcgov.com) 721 Piner Road – Office Building - TRC Review Page | 1 To: Greg Taylor, GL & SM Limited Partnership From: Katherine May, Development Review Planner Date: December 3, 2025 Technical Review Committee (TRC) PID#: R07600-002-015-000, R07600-002-191-000 Egov# SITECN-24-000106 Subject: 721 Piner Road – Office Building - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the December 3, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. 721 Piner Road – Office Building - TRC Review Page | 2 Planning, Katherine May 910-798-7443 Compliance with local UDO requirements 1. General Comments a. Zoning district is O&I, Office and Institutional b. As stated in the application the intended use is Offices for Private Business and Professional Activities. The Unified Development Ordinance (UDO) defines the use as i. Establishments primarily engaged in the day-to-day administrative or clerical services for businesses or other organizations that provide professional or other services to the general public on a walk-in or appointment basis in an office setting. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. d. There does not appear to be any Duke Energy Transmission Lines/Easement on the Property. 2. UDO Section 5.1, Parking and Loading a. Include a note explaining the parking calculations, for example: Use requires 2.5 parking spaces for every 1,000 square feet of building area. Project proposes 39,375 square feet. Required parking is 39,375 / 1,000 = 39.375 x 2.5 = 98.4 (98) required parking spaces. b. The provided parking greatly exceeds the minimum requirement. Is there a reason so much more parking is being proposed? c. Provided parking exceeds 25 spaces which will require EV capable spaces 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. 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 721 Piner Road – Office Building - TRC Review Page | 3 a. A separate tree removal permit is required. b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Landscaping calculations listed on the site plan are correct. b. Please provide the landscaping plan as soon as possible. The project cannot be approved without it. c. All planting materials must comply with the approved planting materials listed in the New Hanover County Tree & Landscaping Manual. The species and size must be listed in the final landscape plan indicating compliance with the manual. Or evidence the proposed plant species are acceptable from the county Agricultural Extension office. 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. Are there any proposed signs? If so, the plans need to show the location, but not the size. b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. Any approvals granted by the TRC for the site design is not an approval for the ultimate size or placement of the sign. 8. UDO Section 5.7, Conservation Resources a. The conservation resources map does not indicate any conservation resources impacting the property, this section does not apply. 9. UDO Article 9, Flood Damage Prevention a. This project is not in a flood plain. 721 Piner Road – Office Building - TRC Review Page | 4 NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Building Safety. This shall include the complete set of civil plans. Failure to submit the comments or a complete set of civil plans will result in a resubmittal for review for verification of compliance. 2. 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 Building Safety 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). NHC Soil & Water Conservation 910-798-7138 General comments about existing soil conditions of the site. 1. No comments. NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater and land disturbing permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. What is the stormwater permitting intent, as no SCM is shown on the site plan? 3. Please contact the State for their stormwater permit requirements. It is anticipated a new high density permit will be required. 721 Piner Road – Office Building - TRC Review Page | 5 NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water and sewer. Existing home at 721 Piner Rd. must have existing well head and septic tank identified, exposed and protected during demolition. Well head must be properly abandoned by a Certified Well Driller. Septic Tank must be pumped, crushed then filled for proper abandonment. Proposed infrastructure does not violate setbacks to any surrounding properties well or septic systems. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Existing address of 721 Piner Road is acceptable for the building. 2. Each unit will need its own individual address. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. 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. There CFPUA water and sewer available (easements may be required). 4. Meter Sizing Form will be required. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. Please see attached comments. 721 Piner Road – Office Building - TRC Review Page | 6 WMPO, Caitlin Cerza 910-473-5130 New Hanover County contracted traffic engineering services comments: 1. 2. WMPO’s estimated AM peak hour trips is 60 and PM peak hour trips is 57 for the ITE land use code General Office (710). 3. No TIA is required. 4. See attached comments. Army Corps of Engineers, Brad Shaver 910-251-4611 Information or Requirements if wetlands are impacted 1. No comments. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager MEMORANDUM To: New Hanover County Technical Review Committee Date: November 21, 2025 Subject: 721 Piner Road NCDOT Projects: • N/A WMPO 2050 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Office (710) 39,375 SF 516 60 57 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: November 24, 2025 TO: New Hanover County Technical Review Committee SUBJECT: 721 Piner Road – Piner Landing Phase 2 ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Roadway Improvements: A right turn lane is needed due to the proposed am/pm peak hour trips for the total development: • Apartments (Lot 1), Commercial (Lot 2), Commercial (Lot 3). Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. Site Plan Comments: Driveway Plan Requirements: • 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. • Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance (6’ minimum). • Show grades at the centerline, edge of pavement, and within the proposed driveway. • Show the driveway profile with the proposed storm drainpipe. o Select the appropriate type of drainage pipe for the amount of available coverage. Drainage/Stormwater Conveyance: • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. • Pipe Cover Minimums (measured from top of pipe to subgrade): o High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”. • Pipe End Treatment: use parallel pipe end sections. o NCDOT Standards 310.02. • All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown. o Provide spot elevations along frontage of driveway (at EOP and centerline). o Provide grades and spot elevations for existing and proposed ditches. o Show how drainage will be accommodated along property frontage. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Right of Way and/or Easement Dedication: • Additional right of way and/or easements may be necessary to construct all the required roadway improvements. NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. YARD INLETRIM=25.91 DROP INLETRIM=25.58 CURB INLETRIM=25.94 CURB INLETRIM=26.02 VAL L E Y C U R B EX. 6" C/O 50' A C C E S S A N D U T I L I T Y E A S E M E N T RIGHT OF WAY WIDTH VARIES PINER ROAD X X X X X X X X X X X X X X X X X X X X X X X X EX. 5 ' S I D E W A L K PR O P O S E D L O T L I N E EX. F.H. BE N N E T T V I L L A G E L N . n/fBENNETT VILLAGE APARTMENTS, LLCBK 6207, PG 2432Zoning: O&IUse: Apartments n/fREAVESBK 6084, PG 2709Zoning: R-15Use: Single Family Residential n/fOVERSTREET LAURA BBK 5424, PG 0230Zoning: R-15Use: Single Family Residential n/fMYRTLE GROVE PRESBYTERIAN CHURCHBK 6685, PG 0863Zoning: R-15Use: Single Family Residential n/fMYRTLE GROVE PRESBYTERIAN CHURCHBK 5647, PG 0611Zoning: R-15Use: Church LOT 1 INV=±18.3 10' X 70' NCDOTSIGHT TRIANGLE TYP.EX . 8 " W A T E R M A I N X. 42" R C P EX. 42" RCP EX. SSMH 26 26 27 27 27 27 27 27 27 27 14" 15" 19" 18"12" 17"17"18"15"15" 17" 25" 5"16" 11" 7" 18" 24" 17" 16" 24" 20" 11"4" 8" 10" 5" 30"16" 7"22"14" 17" 15"/8" 8" 7"15" 14" 7" 13" 23" 18" 20" 20" 22" 22" 20" 19" 24" 26 25 26 26 25 25 24 25 26 26 26 252423222223 24 25 25 25 26 DROP INLETRIM=25.55 DROP INLETRIM=24.51 DROP INLETRIM=23.86 DROP INLETRIM=24.67 DROP INLETRIM=25.43 INV=21.01 INV=21.05 INV=21.46 INV=21.45 18" RCP 18" RCP 18" R C P INV=21.01 INV=22.03 INV=22.28 26 (ELECTRIC)UTILITY STUB PINER LANDINGOFFICE DEVELOPMENTUNDER CONSTRUCTION METERVAULT 20' PUBLIC UTILITY EASEMENT 15' D R A I N A G E E A S E M E N T DRI V E W A Y CON C R E T E INV 6"=21.7± ICV 12 . 5 ' T Y P E - A B U F F E R W / 6 ' F E N C E DUMPSTER PAD & ENCLOSURE(SEE DETAIL) 25 ' 25' 24' 24' 25' 23 13 20 20 22 16 1111 21 12.5'PROP. 3-STORY BUILDING13,125 SF FOOTRINT 8' SIDEWALK 8' SIDEWALK 8' S I D E W A L K 6' S I D E W A L K 2 UP 18 ' ( T Y P ) 9' (TYP) R25 ' (TYP ) UP 8' UPUP 8'5'8'9' 8'8'5'8'9' 25 ' 12 12 R3 0 ' R50 ' 25 ' 25' EX. 18" RCP EX. 18" RCP SEC O N D A R Y S T R E E T Y A R D PRIMARY STREETYARD CURB INLETRIM=26.47 CURB INLETRIM=26.47 6" SSCO(TYP) TIE TO EX. 6" SSCO 6" S S S E R V I C E @ 1 . 0 % M I N . (1) 2" WATER SERVICE(36" MIN. BURY) (1) TIE TO EXISTING WATERMAIN W/ 2"X8" T.S.&V. 3' SEPARATION BETWEEN JOINTS,FITTINGS, SERVICE SADDLES AND WYESARE REQUIRED FOR SS AND WATER TAPS. (1) 2" WATER SERVICE W/ 1.5" METER 18"INSIDE EXISTING P.U.E. & CFPUA APPROVEDBACKFLOW PREVENTOR 6" SS SERVICE @ 1.0% MIN. LOT 2 C-1 2 PR E L I M I N A R Y S I T E P L A N 1" = 30' SITE DATA PARCEL ID: R07600-002-191-000 & R07600-002-015-000(TO BE RE-COMBINED) CURRENT ZONING: O & I PROJECT ADDRESS: 721 PINER RD.WILMINGTON, NC 28409 CURRENT OWNER: GL & SM LTD. PARTNERSHIP5146 MASONBORO HARBOR DR. WILMINGTON, NC 28409 ACREAGE IN EXISTING TRACT BOUNDARY 188,416 S.F. (± 4.33 ac.) ACREAGE IN PROP. PROJECT LOT BOUNDARY 118,612 S.F. (± 2.72 ac.) PROPOSED USE: GENERAL OFFICE BUILDING SIZE: 39,375 S.F. GFA TOTAL BUILDING HEIGHT: 3-STORY/ ±35' CALCULATION FOR BUILDING COVERAGE:PROPOSED COVERAGE 13,125 S.F. ÷ 118,612 S.F. = 11.1% BUILDING SETBACKS: FRONT: REQUIRED= 25' PROPOSED=96'SIDE: REQUIRED= 25' Street/25' Interior to Res. PROPOSED= 118' L / 162'RREAR: REQUIRED= 30' To Res. Use PROPOSED= 83' PROPOSED IMPERVIOUS AREAS:BUILDINGS 13,125 S.F.ASPHALT PARKING/DRIVE AREA 57,230 S.F.CONCRETE SIDEWALK, C.&G., ETC. 9,080 S.F.FUTURE 14,421 S.F.TOTAL 93,856 S.F (79.1%) PARKING REQUIRED: GENERAL OFFICE USE: (2.5/1,000 sf)39,325 SF/1000*2.5 = 98 SPACES PARKING PROVIDED: 183 SPACES (6 ADA) PARKING LOT INTERIOR LANDSCAPINGREQUIRED 57,230 S.F. * 8% 4,578 S.F.PROVIDED 5,052 S.F. FOUNDATION PLANTINGS:NORTH AND SOUTH FACADEREQUIRED 175 LF X 12' FACADE X 12%: 252 S.F.PROVIDED: 635 S.F. EAST AND WEST FACADEREQUIRED 75 LF X 12' FACADE X 12%: 108 S.F.PROVIDED: 292 S.F. STREETYARD PINER RD.: (18 S.F./LF FRONTAGE. 9' MIN./27' MAX. WIDTHS)272 LF FRONTAGE 485- 21 LF ROADWAY = 464 LF FRONTAGEREQUIRED: 18' X 464 LF 8,352 S.F.PROVIDED: 8,437 S.F. STREETYARD BENNETT VILLAGE RD.: (9 S.F./LF FRONTAGE. 4.5' MIN./13.5' MAX. WIDTHS)255 LF FRONTAGE 255- 26 LF ROADWAY = 229 LF FRONTAGEREQUIRED: 9' X 229 LF 2,061 S.F.PROVIDED: 2,250 S.F. EXISTING SEWER AND WATER DEMAND: 0 GPD PROPOSED SEWER AND WATER DEMAND: 5,000 GPD ESTIMATED TRIP GENERATION (Per Trip Generation Manual): 39,375 SF GENERAL OFFICE (ITE CODE 710)AM PEAK: 60 PM PEAK: 57 DAILY: 427 EN G I N E E R I N G , P L L C IN T R A C O A S T A L REVISIONS 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 57 2 5 O l e a n d e r D r . U n i t E - 7 Ph o n e : 9 1 0 . 8 5 9 . 8 9 8 3 PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: VICINITY MAP (NOT TO SCALE): Em a i l : C h a r l i e @ i n t r a c o a s t a l e n g i n e e r i n g . c o m 2025-00 FO R CLIENT INFORMATION: GL & SM Ltd. Partnership5146 Masonboro Harbor Dr.Wilmington, NC 28409 OF 6 JAE CDC CDC 24x36 10/22/2025 Lic e n s e N u m b e r : P - 0 6 6 2 NE W H A N O V E R C O U N T Y , N C PI N E R L A N D I N G P H - I I SITE US 4 2 1 BE A C H R D NC 1 3 2 S C O L L E G E R D MAS O N B O R O PINE R R D GR O V E R D US 4 2 1 MYR T L E LOO P R D CA R O L I N A PRE L I M I N A R Y DRAW I N G D O N O T U S E FOR C O N S T R U C T I O N DEVELOPMENT NOTES:1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND DEVELOPMENT CODE.2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS. PROPERTY LINERIGHT OF WAYEXISTING EDGE OF PAVEMENTEASEMENTPROPOSED WATERLINEPROPOSED FIRE LINEPROPOSED SANITARY SEWER LINERUNOFF DIRECTION SPOT ELEVATION PARKING LOT LANDSCAPING STREETYARD LANDSCAPING FOUNDATION PLANTINGS LEGEND 25.5 60'30'15'30'0' Scale: 1"=30' FIRE & SAFETY NOTES:1. CONSTRUCTION TYPE: TBD (COMMERCIAL)2. PROPOSED BUILDING WILL NOT BE SPRINKLED.3. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMESDURING CONSTRUCTION.4. BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODE APPENDIXJ" REQUIREMENTS.5.CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL BUILDINGS THATDEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THEREQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.6. ANY DRIVEWAY GATE TO BE SIREN ACTIVATED AND HAVE KNOX KEY OVERRIDE.7.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5 INCH STEAMERIN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS.8. NO OBSTRUCTIONS WITHIN 36" AROUND A FIRE HYDRANT, INCLUDING BUT NOT LIMITED TO, STREETSIGNS, LANDSCAPING AND UTILITY POLES AND BOXES.9. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THEJOB SITE.10. FIRE APPARATUS ACCESS ROADS SHALL PROVIDE A CLEAR VERTICAL CLEARANCE OF 14 FEET INCLUDING TREES,CANOPIES, BRIDGES, ETC.11. DURING CONSTRUCTION, PREMISES IDENTIFICATION IS REQUIRED, AND MAY BE TEMPORARY IN NATUREPROVIDED IT IS LEGIBLE AND WEATHER RESISTANT.12. PREMISES IDENTIFICATION IS REQUIRED. ADDRESS NUMBERS ARE REQUIRED ON THE STREET SIDE. NUMBERSSHALL NOT BE LESS THAN 6 INCHES TALL AND ¾ INCHES WIDE, MUST BE WEATHER RESISTANT, AND CONTRASTIN COLOR AGAINST THEIR BACKGROUND. UTILITY NOTES:1. EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITY AUTHORITYPUBLIC MAINS.2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED UNDERGROUND.3. ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS.4. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALLREQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL.". CALL 332-6558 FOR INFORMATION.5. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCEDPRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.7. WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED, SINGLE-STRAND COPPER WIREINSTALLED & STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURELOCATION OF FACILITIES.8. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.9. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SERVICES IN CUL-DE-SACS ARE REQUIRED TO BEPERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE.10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO 401 CERAMIC EPOXY LINING.11. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS.12. NO FLEXIBLE COUPLINGS SHALL BE USED.13. ALL STAINLESS STEEL FASTENERS SHALL BE 316.14.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. CALL NC811 AT 811 OR1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THATMAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND INTHE ORIGINAL ITEM.15. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER WILL PLACE THEIR CABLE FIRST -APPROXIMATELY 3' DEEP. * BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP.16. 3' SEPARATION BETWEEN JOINTS, FITTINGS, SERVICE SADDLES AND WYES ARE REQUIRED FOR SS AND WATER TAPS.17.ANY EXISTING SEWER AND WATER SERVICES NOT BEING UTILIZED ARE TO BE ABANDONED TO THE MAIN PER CFPUA STANDARDS.18. SOLID WASTE DISPOSAL IS BY PRIVATE DUMPSTER SERVICE. 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 217 Sutton Lake Road – Office - TRC Review Page | 1 To: Dennis Terry, Dennis Terry Design INC. PA, INC. From: Katherine May, Development Review Planner Date: December 3, 2025 Technical Review Committee (TRC) PID#: R03200-002-001-006 Egov# SITECN-25-000107 Subject: 217 Sutton Lake Road – Office - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the December 3, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. 217 Sutton Lake Road – Office - TRC Review Page | 2 Planning, Katherine May 910-798-7443 Compliance with local UDO requirements 1. General Comments a. Zoning district – I-2 Heavy Industrial b. As stated in the application the intended use is Offices For Private Business And Professional Activities. The Unified Development Ordinance (UDO) defines the use as i. Establishments primarily engaged in the day-to-day administrative or clerical services for businesses or other organizations that provide professional or other services to the general public on a walk-in or appointment basis in an office setting. c. Please confirm the above use is correct. The site plan shows 69,000 square feet for the use of a service area and two 5,600 square foot concrete pads. What is this going to be used for? This is not in line with traditional office use. d. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. e. There does not appear to be a Duke Energy Transmission Lines/Easement on the Property. 2. UDO Section 5.1, Parking and Loading a. There are two identical buildings with the square footage of each being 11,500 sq ft for a total of 23,000 sq ft of building area. b. The use of Offices For Private Business And Professional Activities requires 2.5 parking spaces for every 1,000 square feet of building area. Project proposes 23,000 square feet. Required parking is 23,000 / 1,000 = 23 x 2.5 = 57.5 required parking spaces. c. The parking calculation on the site plan is incorrect. Please see table 5.1.2.A: Minimum Off-Street Parking. 217 Sutton Lake Road – Office - TRC Review Page | 3 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. From aerial imagery it appears the land has already been cleared. Please confirm no additional trees are being removed. b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Street yard calculations listed on plan are correct. b. Foundation landscaping calculations list on plan are correct. c. The chosen trees and shrubs for landscaped areas are appropriate. All planting materials must comply with the approved planting materials listed in the New Hanover County Tree & Landscaping Manual. The species and size must be listed in the final landscape plan indicating compliance with the manual. Or evidence the proposed plant species are acceptable from the county Agricultural Extension office. 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. I do not see any signs proposed for the site, is this correct? b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. Any approvals granted by the TRC for the site design is not an approval for the ultimate size or placement of the sign. 8. UDO Section 5.7, Conservation Resources 217 Sutton Lake Road – Office - TRC Review Page | 4 a. The conservation resources map does not indicate any conservation resources impacting the property, this section does not apply. 9. UDO Article 9, Flood Damage Prevention a. This property is not in a flood plain. NHC Fire Services, Ray Griswold 910-798-7448 Compliance with NC Fire Code 1. Fire Finals required 2. Portable fire extinguishers per NFPA 10 NHC Soil & Water Conservation 910-798-7138 General comments about existing soil conditions of the site. 1. No comments NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A request for additional information has been provided to the applicant for County stormwater permit and land disturbing permit. The stormwater and land disturbing review fees must be paid prior to permit issuance. 2. Please contact the State for their stormwater permit requirements. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects the two buildings will be connected to two separate septic systems. Commercial septic system flow and wastewater strength is highly dependent on what the business consists. More specifics are needed for design flow rates for septic systems and if the wastewater is Domestic vs. Industrial Process wastewater. It is highly suggested that a Licensed Soil Scientist be contracted to discuss flow, waste strength, soils and available space for septic systems. Appropriate septic applications and permits must be submitted 217 Sutton Lake Road – Office - TRC Review Page | 5 and received prior to building permit issuance. Permits can be obtained from NHC Environmental Health or certain Private Consultants via a Private Option permit. 2. Application states the site will be on CFPUA water. Proposed infrastructure such as septic systems will need to meet setbacks to surrounding properties well heads. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Each building will need its own individual address. 2. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. 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. There is no CFPUA water and sewer available (adjacent to the parcel). NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. Please see attached comments. WMPO, Caitlin Cerza 910-473-5130 New Hanover County contracted traffic engineering services comments: 1. The WMPO’s estimated AM and PM traffic generation is 17 trips for AM and 15 trips for PM under land use ITE code General Light Industrial (110) 2. No TIA is required. 3. See attached comments. 217 Sutton Lake Road – Office - TRC Review Page | 6 Army Corps of Engineers, Brad Shaver 910-251-4611 Information or Requirements if wetlands are impacted 1. No comments. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: November 25, 2025 TO: New Hanover County Technical Review Committee SUBJECT: Sutton Lake Industrial – 217 Sutton Lake Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Driveway Plan Requirements: • 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. • Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance (6’ minimum). • Show grades at the centerline, edge of pavement, and within the proposed driveway. • Show the driveway profile with the proposed storm drainpipe. o Select the appropriate type of drainage pipe for the amount of available coverage. Drainage/Stormwater Conveyance: • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. • Pipe Cover Minimums (measured from top of pipe to subgrade): o High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”. • Pipe End Treatment: use parallel pipe end sections. o NCDOT Standards 310.02. • All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown. o Provide spot elevations along frontage of driveway (at EOP and centerline). o Provide grades and spot elevations for existing and proposed ditches. o Show how drainage will be accommodated along property frontage. NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. Gated Entrances: • Show and label any proposed gates with distances to the right of way line. Driveway Radius: • Label the radii for the proposed driveway. • Make sure to accommodate the largest proposed vehicle. Internal Stem Protection: • Label the internal protection stem length for the proposed driveway connection. o Measured from the right-of-way line. 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 50' BUILDING SETBACK 50' BUILDING SETBACK 10' BUILDING SETBACK 10' BUILDING SETBACK 10' B U I L D I N G S E T B A C K SEPTIC 22 ELEC. AC AC SEPTIC ELEC. AC AC 18 40 TOTAL PARKING SPACES23,000 TOTAL BUILDING SFONE SPACE/548 SF(NO MIN. PARKING REQ. - MAX PARKING IS 1 SPACE/250 SF) BUILDING #2 11,500 S.F. (75'X153.33')FFE = 12.50 BUILDING #111,500 S.F. (75'X153.33')FFE = 14.50 35'X160' CONCRETE PAD(5,600 SF) 35'X160' CONCRETE PAD(5,600 SF) ASPHALT SERVICE AREA(69,000 SF) COMPACTED ABC STONE YARD(54,000 SF)COMPACTED ABC STONE YARD(54,000 SF) APROX. LOCATION OFUNDER GROUND STORMR-TANK SYSTEM This drawing and the design shown isthe property of Dennis C. Terry whoreserves his common-law Copyrightand other property rights in theseplans. The reproduction, copying,changing or any other use of thisdrawing are prohibited. The designsor ideas contained within are not to bereproduced whatsoever, nor are theyto be assigned to any third partywithout first obtaining the expresswritten permission of Dennis C. Terry.Any infringements will be subject tolegal action. c Copyright 2025 CONSTRUCTIONDOCUMENTS Su t t o n L a k e I n d u s t r i a l 21 1 S u t t o n L a k e R o a d Wil m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 1 Si t e L a y o u t P l a n C1.02 PROJECT NUMBER 25-0618 de n n i s t e r r y d e s i g n @ g m a i l . c o m 7 0 4 - 2 0 2 - 8 1 6 0 3 3 0 2 B e l a i r e R o a d , M o o r e s b o r o , N C 2 8 1 1 4 Si t e P l a n n i n g - R e z o n i n g - P e r m i t t i n g - R e s i d e n t i a l - C o m m e r c i a l 2025 November 2 50' BUILDING SETBACK 50' BUILDING SETBACK 10' BUILDING SETBACK 10' BUILDING SETBACK 10' B U I L D I N G S E T B A C K SEPTIC 22 ELEC. AC AC SEPTIC ELEC. AC AC 18 40 TOTAL PARKING SPACES23,000 TOTAL BUILDING SFONE SPACE/548 SF(NO MIN. PARKING REQ. - MAX PARKING IS 1 SPACE/250 SF) BUILDING #2 11,500 S.F. (75'X153.33')FFE = 12.50 BUILDING #111,500 S.F. (75'X153.33')FFE = 14.50 35'X160' CONCRETE PAD(5,600 SF) 35'X160' CONCRETE PAD(5,600 SF) ASPHALT SERVICE AREA(69,000 SF) COMPACTED ABC STONE YARD(54,000 SF)COMPACTED ABC STONE YARD(54,000 SF) APROX. LOCATION OFUNDER GROUND STORMR-TANK SYSTEM ASPHALT SERVICE AREA(69,000 SF) ASPHALT SERVICE AREA(69,000 SF) This drawing and the design shown isthe property of Dennis C. Terry whoreserves his common-law Copyrightand other property rights in theseplans. The reproduction, copying,changing or any other use of thisdrawing are prohibited. The designsor ideas contained within are not to bereproduced whatsoever, nor are theyto be assigned to any third partywithout first obtaining the expresswritten permission of Dennis C. Terry.Any infringements will be subject tolegal action. c Copyright 2025 CONSTRUCTIONDOCUMENTS Su t t o n L a k e I n d u s t r i a l 21 1 S u t t o n L a k e R o a d Wil m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 1 Gr a d i n g & D r a i n a g e P l a n C1.03 PROJECT NUMBER 25-0618 de n n i s t e r r y d e s i g n @ g m a i l . c o m 7 0 4 - 2 0 2 - 8 1 6 0 3 3 0 2 B e l a i r e R o a d , M o o r e s b o r o , N C 2 8 1 1 4 Si t e P l a n n i n g - R e z o n i n g - P e r m i t t i n g - R e s i d e n t i a l - C o m m e r c i a l 2025 November 2 MEMORANDUM To: New Hanover County Technical Review Committee Date: November 21, 2025 Subject: 217 Sutton Lake NCDOT Projects: • N/A WMPO 2050 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Light Industrial (110) 23,000 SF 112 17 15 Landscape Contractor Office – Las Tortugas Blvd – TRC Review Page | 1 To: Blair Walton, Element Outdoor Living INC From: Amy Doss, Development Review Planner Date: December 3, 2025 Technical Review Committee (TRC) PID#: R01100-008-011-004 Egov# SITECN-25-000108 Subject: Las Tortugas Blvd – Landscape Contractor Office - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the December 3, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Landscape Contractor Office – Las Tortugas Blvd – TRC Review Page | 2 Planning, Amy Doss 910-798-7571 Compliance with local UDO requirements 1. General Comments a. Zoning district is B-2, Regional Business. b. As stated in the application the intended use is Contractor Office. Upon further review it appears the intended use also includes Wholesale Nursery. The Unified Development Ordinance (UDO) defines the uses as: i. Contractor Office: An establishment primarily engaged in the day-to-day administrative and clerical services for businesses providing contracted services, such as building contractors, heating and air conditioning (HVAC) repair, landscaping and janitorial services, etc., that require outside and/or fleet storage. The use may include some on-site repair and material preparation work. ii. Wholesale Nursery: A facility or area for the growing, displaying, and sale of plant stock, seeds, or other horticulture items. This may include raising plants outdoors or in greenhouses for sale either as food or for use in landscaping and retail sales. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. 2. UDO Section 5.1, Parking and Loading a. Contractor Office use requires 3 parking spaces for every 1,000 square feet of building area. Project proposes 19,100 square feet of Contractor Office. Required parking is 19,100 / 1,000 = 19.1 x 3 = 58 required parking spaces. 66 spaces provided. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. b. The project will generate an estimated 46 AM and 19 PM peak hour trips. 4. UDO Section 5.3, Tree Retention a. The tree removal permit application has been received and is under review. Landscape Contractor Office – Las Tortugas Blvd – TRC Review Page | 3 b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. New Hanover County is now requiring landscape plans be submitted with the application and site plan. Please provide the landscape plan showing required street yard landscaping, foundation landscaping, and parking lot landscaping in accordance with UDO Section 5.4. a. All planting materials must comply with the approved planting materials listed in the New Hanover County Tree & Landscaping Manual. The species and size must be listed in the final landscape plan indicating compliance with the manual. Or evidence the proposed plant species are acceptable from the county Agricultural Extension office. 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. Are any signs are planned? If signs will be added, the plans need to show the location, but not the size. b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. Any approvals granted by the TRC for the site design is not an approval for the ultimate size or placement of the sign. 8. UDO Section 5.7, Conservation Resources a. The property has pocosin conservation resources that are underlaid with an undetermined amount of acres of Class IV soils. The applicant will need to provide additional information on whether the area of Class IV soils is actually 5 acres or more, which would then trigger the additional conservation and setback requirements of Section 5.7. 9. UDO Article 9, Flood Damage Prevention a. Property is not within the floodplain. Landscape Contractor Office – Las Tortugas Blvd – TRC Review Page | 4 NHC Fire Services, Ray Griswold 910-798-7448 Compliance with NC Fire Code 1. 1. Fire Finals required 2. 2. Portable fire extinguishers per NFPA 10 3. Any buildings over 12,000 sq. feet will require a Section 510 study - Emergency First Responder Coverage 4. There is another project at the end of the street. Verify a fire hydrant is being placed at the end of the street, within 250 feet of your property. NHC Soil & Water Conservation, Reviewer 910-798-7138 General comments about existing soil conditions of the site. 1. Comments forthcoming. NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater and land disturbing permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. Please contact the State for their stormwater permit requirements. It is anticipated a high density permit will be required. 3. The offsite stormwater drainage may require a public drainage easement sized in accordance with NHC Stormwater Manual. If any construction in the offsite drainage conveyance measures easements that will be maintained by the county will need to be observed during construction by Stormwater Services and a turnover meeting scheduled once the system is ready to be conveyed to the county. Please add a plan note to ensure county construction observation and a turnover meeting occurs. Note, should the applicant elect to maintain the ditch themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities. Landscape Contractor Office – Las Tortugas Blvd – TRC Review Page | 5 NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Application states connections to CFPUA water and sewer. Surrounding properties are connected to water and sewer. Proposed infrastructure does not affect setbacks to any well or septic systems. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Each building will need its own individual address. 2. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering- Plan-Review-103. 3. CFPUA water and sewer available via mainline extension. 4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. Please see attached. WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. Please see attached. Army Corps of Engineers, Brad Shaver 910-251-4611 Landscape Contractor Office – Las Tortugas Blvd – TRC Review Page | 6 Information or Requirements if wetlands are impacted 1. Comments forthcoming. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources NHC Sustainability Manager, Madelyn Wampler STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: November 21, 2025 TO: New Hanover County Technical Review Committee SUBJECT: Element Outdoor – 0 Las Tortugas 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 You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Driveway Plan Requirements: • 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. • Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance (6’ minimum). • Show grades at the centerline, edge of pavement, and within the proposed driveway. • Show the driveway profile with the proposed storm drainpipe. o Select the appropriate type of drainage pipe for the amount of available coverage. Drainage/Stormwater Conveyance: • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. • Pipe Cover Minimums (measured from top of pipe to subgrade): o High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”. • Pipe End Treatment: use parallel pipe end sections. o NCDOT Standards 310.02. • All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown. o Provide spot elevations along frontage of driveway (at EOP and centerline). o Provide grades and spot elevations for existing and proposed ditches. o Show how drainage will be accommodated along property frontage. • Hydraulic calculations and associated plan sheets will need to be submitted for the site. NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. Gated Entrances: • Show and label any proposed gates with distances to the right of way line. Driveway Radius: • Label the radii for the proposed driveway. • A radius encroachment letter will be required if the radius of the proposed driveway crosses the adjoining property line. • Make sure to accommodate the largest proposed vehicle. • Provide auto turn templates for the largest proposed vehicles. Internal Stem Protection: • Label the internal protection stem length for the proposed driveway connection. o Measured from the right-of-way line. REF.CRYSTAL'SOFFICE101MECH.128FLEX.129 OFFICE102OFFICE103CONFERENCE104OFFICE105MEETINGRM.106SALESMANAGER107 DESIGNASSISTANT109 SAMPLEROOM108 M.TLT.114W.TLT.115OFFICE116OFFICE117 OFFICE119OFFICE120OFFICE121 BATH124 KITCHEN113 MAINTENANCEOPENWORKSTATIONS118 INSTALLATIONOPENWORKSTATIONS122 PRINT/COPY111CORR.127 CORR.126 PRINT /COPY125SALESOPENWORKSTATIONS110 BLAIR'SOFFICE123 PANTRY112 LOBBY100 REF.CHEMICALSTORAGE113 PARTSSTORAGE114BAY 2112BAY 1111OFFICE110STORAGE109LOCKERROOM108TRAINING101 M.TLT.103W.TLT.102 SHOWER107SHOWER106CORR.105JAN.CLT.104 CARPORT115 REF. CRYSTAL'SOFFICE101 MECH.128 FLEX.129 OFFICE102 OFFICE103 CONFERENCE104 OFFICE105 MEETINGRM.106 SALESMANAGER107 DESIGNASSISTANT109 SAMPLEROOM108 M.TLT.114W.TLT.115OFFICE116 OFFICE117OFFICE119OFFICE120OFFICE121 BATH124 KITCHEN113 MAINTENANCEOPENWORKSTATIONS118 INSTALLATIONOPENWORKSTATIONS122 PRINT/COPY111 CORR.127 CORR.126 PRINT /COPY125 SALESOPENWORKSTATIONS110 BLAIR'SOFFICE123 PANTRY112 LOBBY100 REF. CHEMICALSTORAGE113 PARTSSTORAGE114 BAY 2112 BAY 1111 OFFICE110STORAGE109LOCKERROOM108 TRAINING101M.TLT.103 W.TLT.102 SHOWER107 SHOWER106 CORR.105JAN.CLT.104 CARPORT115 REF. CRYSTAL'SOFFICE101 MECH.128 FLEX.129 OFFICE102 OFFICE103 CONFERENCE104 OFFICE105 MEETINGRM.106 SALESMANAGER107 DESIGNASSISTANT109 SAMPLEROOM108 M.TLT.114W.TLT.115OFFICE116 OFFICE117 OFFICE119 OFFICE120OFFICE121 BATH124 KITCHEN113 MAINTENANCEOPENWORKSTATIONS118 INSTALLATIONOPENWORKSTATIONS122 PRINT/COPY111 CORR.127 CORR.126 PRINT /COPY125 SALESOPENWORKSTATIONS110 BLAIR'SOFFICE123 PANTRY112 LOBBY100 REF. CHEMICALSTORAGE113 PARTSSTORAGE114 BAY 2112 BAY 1111 OFFICE110 STORAGE109 LOCKERROOM108 TRAINING101 M.TLT.103 W.TLT.102 SHOWER107 SHOWER106 CORR.105 JAN.CLT.104 CARPORT115 NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION MEMORANDUM To: New Hanover County Technical Review Committee Date: November 21, 2025 Subject: Las Tortugas – Element Outdoor NCDOT Projects: • N/A WMPO 2050 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Office (710) 19,100 SF 275 29 28 Contractor Office – 5012 Carolina Beach Road – TRC Review Page | 1 To: Johnathon Earle, JEMS Holding LLC From: Amy Doss, Development Review Planner Date: December 3, 2025 Technical Review Committee (TRC) PID#: R07117-003-005-000, & R07117-003-005-001 Egov# SITECN-25-000109 Subject: 5012 Carolina Beach Road – Contractor Office - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the December 3, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Contractor Office – 5012 Carolina Beach Road – TRC Review Page | 2 Planning, Amy Doss 910-798-7571 Compliance with local UDO requirements 1. General Comments a. Zoning district is B-2, Regional Business. b. As stated in the application the intended use is Contractor Office and Warehousing. The Unified Development Ordinance (UDO) defines the uses as: i. Contractor Office: An establishment primarily engaged in the day-to-day administrative and clerical services for businesses providing contracted services, such as building contractors, heating and air conditioning (HVAC) repair, landscaping and janitorial services, etc., that require outside and/or fleet storage. The use may include some on-site repair and material preparation work. ii. Warehousing: The storing of goods, wares, and merchandise within an enclosed building, whether for the owners or others. There is little on-site sales activity with the customer present. Uses include: cold storage facilities (including frozen food lockers); distribution warehouses (used primarily for temporary storage pending distribution in response to customer orders); storage warehouses (used for storage by retail stores such as furniture and appliance stores); warehouse storerooms; or similar uses. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. 2. UDO Section 5.1, Parking and Loading a. Contractor Office use requires 3 parking spaces for every 1,000 square feet of building area. Project proposes 1,200 square feet of Contractor Office. Required parking is 1,200 / 1,000 = 1.2 x 3 = 4 required parking spaces. b. Warehousing use requires 1.5 parking spaces for every 1,000 square feet of building area. Project proposes 2,800 square feet of Warehousing. Required parking is 2,800 / 1000 = 2.8 x 1.5 = 4 required parking spaces. c. Project requires 8 spaces and provides 11 spaces. 3. UDO Section 5.2, Traffic, Access and Connectivity Contractor Office – 5012 Carolina Beach Road – TRC Review Page | 3 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 WMPO has estimated 7 AM and 8 PM peak hour trips. 4. UDO Section 5.3, Tree Retention a. Please submit a tree removal permit application when ready. b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Street yard landscaping required: 25 sq ft x 64 linear feet = 1,600 sq ft. 1,630 sq ft provided. For every 600 sq ft of street yard required, one canopy tree and 6 shrubs must be provided. Please provide this on the landscape plan. b. Parking lot landscaping required: 8,970 sq ft x 8% = 718 sq ft required, 1,410 sq ft provided. Please note at least 75% of trees required must be a canopy species. Please provide tree species and count. c. Foundation landscaping required: 40 linear feet x 15 foot façade x 12% = 72 sq ft required. 82 sq ft provided. d. All planting materials must comply with the approved planting materials listed in the New Hanover County Tree & Landscaping Manual. The species and size must be listed in the final landscape plan indicating compliance with the manual. Or evidence the proposed plant species are acceptable from the county Agricultural Extension office. 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. As noted on page C-1, for any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. Contractor Office – 5012 Carolina Beach Road – TRC Review Page | 4 8. UDO Section 5.7, Conservation Resources a. The conservation resources map does not indicate any conservation resources impacting the property, this section does not apply. 9. UDO Article 9, Flood Damage Prevention a. Property is not within the floodplain. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Building Safety. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. 2. A fire hydrant must be located within 400 feet of a newly constructed structure. Please show an existing hydrant that meets this requirement or proposed location of a new hydrant. NHC Soil & Water Conservation, Reviewer 910-798-7138 General comments about existing soil conditions of the site. 1. Comments forthcoming. NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater and land disturbing permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. What is the stormwater permitting intent, as no SCM is shown on the site plan? 3. Please contact the State for their stormwater permit requirements. It is anticipated a new high density permit will be required. Contractor Office – 5012 Carolina Beach Road – TRC Review Page | 5 NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan states connection to a private drinking water well. New wells must be applied and permitted through NHC Environmental Health prior to issuance of building permit. Records reflect an old well on this parcel that must be properly abandoned. Abandon with the assistance of a Certified Well Driller. Proposed infrastructure does not appear to violate setbacks to any surrounding properties well heads. 2. Site plan reflects connection to public sewer. Records reflect there was a septic tank and drain field on this parcel. Septic tanks shall be pumped, crushed and filled for proper abandonment. Owner to investigate if a septic tank still exists on property. Proposed infrastructure does not violate setbacks to any surrounding septic systems. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Existing address of 5012 Carolina Beach Road is acceptable for use. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. 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). 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 Driveway access and state road improvements 1. Please see attached. Contractor Office – 5012 Carolina Beach Road – TRC Review Page | 6 WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. Please see attached. Army Corps of Engineers, Brad Shaver 910-251-4611 Information or Requirements if wetlands are impacted 1. Comments forthcoming. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources NHC Sustainability Manager, Madelyn Wampler STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: November 24, 2025 TO: New Hanover County Technical Review Committee SUBJECT: Jems Holdings – 5012 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 You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway permit has been submitted to NCDOT for review. • Permit # D033-065-25-00174. This permit has yet to be assigned to a reviewer. 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). Site Plan Comments: Review comments will be sent through the NCDOT driveway permit portal. CAROLINA BEACH ROAD - U.S. HIGHWAY 421 (160' PUBLIC R/W) ANWAR RAYYAN and wifeSHAR RIAD RAYYAN THEODORE HEWLETTSR. TRUSTEE RO B E R T R O S A C K E T A L R0 7 1 1 7 - 0 0 3 - 0 0 2 - 0 0 0 D.B . 5 8 6 8 P G . 2 3 5 2 ANWAR RAYYAN ALYSON D. ABERNATHY R07100-001-005-000D.B. 5730 PG. 8 GAW RO B E R T R O S A C K E T A L R 0 7 1 1 7 - 0 0 3 - 0 0 1 - 0 0 0 D.B . 5 8 6 8 P G . 2 3 5 2 JAMES W. FREEMANand wifeNANCY E. FREEMAN BELLSOUTH TELECOMMUNICATION INC. R07117-003-009-000D.B. 1584 PG. 1492 C. FRED ALTMAN and wife LYNDA ALTMAN R07117-003-010-000D.B. 851 PG. 241ZONE: R-15USE: RESIDENCE PP PP PPT X X X X PP DITCH EX. 18" RCP D.I.T.R. 18.37'I.E. 15.46' WO O D F E N C E #5010 #5016 19 19 19 19 16 1618 17 18 19 17 1 6 15 15 13 12 14 14 17 16 DB 6332 PG 1559LOTS 5-7 PART LOTS 4 & 8BLOCK 1 SECTION ASILVER LAKE SUBDIVISIONMAP BOOK 76 PAGE 149PID: R07117-003-006-000 ZONE: B-2USE: COMMERCIAL DB 5850 PG 34TRACT 2SILVER LAKE SUBDIVISIONPART OF AREA BBLOCK 1 SECTION AMAP BOOK 4 PAGE 106-107PID: R07117-003-008-000ZONE: B-2USE: VACANT DB 5850 PG 34TRACT 1SILVER LAKE SUBDIVISIONLOTS 1-4BLOCK 1 SECTION AMAP BOOK 4 PAGE 106-107PID: R07117-003-007-000 DB 1823 PG 1152TRACT ONESILVER LAKE SUBDIVISIONPART OF AREA BBLOCK 1 SECTION AMAP BOOK 4 PAGE 106-107PID: R07117-003-004-000ZONE: B-2USE: VACANT DB 1823 PG 1152TRACT TWOSILVER LAKE SUBDIVISIONLOTS 12-14BLOCK 1 SECTION AMAP BOOK 4 PAGE 106-107PID: R07117-003-003-000ZONE: B-2USE: RESIDENCE JAMES W. FREEMAN andwife NANCY E. FREEMAN 17 15 14 14 16 15 17 GRAVEL DRIVEWAY(NO CULVERT)GRAVELDRIVEWAY FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOSUSPECTED FIBER OPTIC LINE (ESTIMATED LOCATION ±) 18 18 18 CO S.S.M.H.T.R. 19.11'IN 8" PVC 14.61'OUT 8" PVC 14.60' 24" PINE 30" PINE 36" PINE 25" PINE PR O P . B U I L D I N G 4, 0 0 0 S . F . 10' BUFFER 10 ' B U F F E R 5' SIDEWALK 5' SIDEWALK 3 24' 24 ' 15 ' 2 10' R25'R25 ' 18" RCP 30 ' S I D E S E T B A C K 35' REAR SETBACK 25' FRONT SETBACK/STREETYARD 16' DI #1RIM: 18.5INV: 15.27 I.E. 15.27' 18" PPES #2INV: 15.5 9' 18 ' 6 BOLLARDS 22 ' 18 ' (T Y P ) 9'(TYP) 10' EX. SS SERVICE(SEE UTILITY NOTE #1) CURB AND GUTTER CURB AND GUTTER NO CURBING 200 sf300 sf 295 sf 165 sf R25' (TY P ) 24' 220 sf 230 sf TAPER CURB TO FLAT ADA PARKING SIGN S.S.M.H.T.R. 19.16'IN 8" PVC 14.57'OUT 8" PVC 14.61 ASPHALT DRIVEWAY APRON 13.9'27.6' C-1 2 1" = 20' DEVELOPMENT NOTES:1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LANDDEVELOPMENT CODE.2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.3. NO SIGNS ARE PROPOSED AT THIS TIME. ANY FUTURE SIGNAGE IS REQUIRED A SEPARATE SIGNPERMIT FROM NEW HANOVER COUNTY. FIRE & SAFETY NOTES:1. BUILDING WILL NOT BE SPRINKLED2. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALLTIMES DURING CONSTRUCTION.3. BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODEAPPENDIX J" REQUIREMENTS.4.CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIALBUILDINGS THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNALLEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE. PR E L I M I N A R Y S I T E P L A N UTILITY NOTES:1. EXISTING CFPUA SANITARY SEWER SERVICE TO BE UTILIZED. CONTRACTOR TO VERIFY CONDITIONAND SIZE PRIOR TO START OF CONSTRUCTION. IF FOUND TO BE INADEQUATE IT SHOULD BEREPLACED AS REQUIRED BY CFPUA.2. WATER SERVICE TO BE PROVIDED VIA PRIVATE ON-SITE WELL, TO BE DESIGNED AND PERMITTED BYOTHERS.3. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BEINSTALLED UNDERGROUND.4. ALL SEWER UTILITIES TO BE INSTALLED PER CFPUA SPECIFICATIONS & STANDARDS.5.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIESDURING CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FORTHE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAYBE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THEQUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.6. ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE DIRECTED TO PIPED STORM DRAIN SYSTEM.7. SOLID WASTE DISPOSAL BY ROLL OUT CARTS FOR CURBSIDE PICKUP. EN G I N E E R I N G , P L L C IN T R A C O A S T A L REVISIONS 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 57 2 5 O l e a n d e r D r . U n i t E - 7 Ph o n e : 9 1 0 . 8 5 9 . 8 9 8 3 PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: VICINITY MAP (NOT TO SCALE): Em a i l : C h a r l i e @ i n t r a c o a s t a l e n g i n e e r i n g . c o m 2025-020 FO R CLIENT INFORMATION: OF 3 JAE CDC CDC 24x36 10/31/2025 Lic e n s e N u m b e r : P - 0 6 6 2 NE W H A N O V E R C O U N T Y , N C 50 1 2 C A R O L I N A B E A C H RD . JEMS Holdings, LLCJonathan Earle773 S. Kerr AveWilmington, NC 28403910-833-2147 PREL I M I N A R Y DRAW I N G D O N O T U S E FOR C O N S T R U C T I O N SILVE R L A K E R D SHAD E T R E E L N SAND L A P P E R L N C A R O L I N A B E A C H R D . - U . S . H W Y . 4 2 1 RAYE D R HORN R D SITE SITE DATA PARCEL ID: R07117-003-005-000 & R07117-003-005-001 CURRENT ZONING: B-2 PROJECT ADDRESS: 5012 CAROLINA BEACH RDWILMINGTON NC, 28412 CURRENT OWNER: JEMS HOLDINGS LLC 773 S. KERR AVE.WILMINGTON, NC 28403 TOTAL ACREAGE IN PROJECT BOUNDARY 21,441 S.F. (0.49 ac.) PROPOSED USE: CONTRACTORS OFFICE AND STORAGE BUILDING SIZE: 4,000 S.F. BUILDING HEIGHT: 1-STORY/±25' CALCULATION FOR BUILDING COVERAGE:PROPOSED COVERAGE 4,000 S.F. ÷ 21,441 S.F. = 18.7% BUILDING SETBACKS: FRONT: REQUIRED= 25' PROPOSED= 91.5'SIDE: REQUIRED= 30'L/0'R PROPOSED= 35'L/12.5'RREAR: REQUIRED= 35' PROPOSED= 53' PROPOSED IMPERVIOUS AREAS:BUILDINGS 4,000 S.F.ASPHALT PARKING AREA 8,970 S.F.CONCRETE SIDEWALK, C&G, ETC. 895 S.F.TOTAL 13,865 S.F (64.7%)*7,576 S.F. NET DECREASE*PARKING REQUIRED:CONTRACTOR OFFICE USE: (3/1,000 sf)1,200 SF/1,000*3 = 4 SPACES WAREHOUSE USE *less than 20,000 sf: (1.5/1,000 sf)2,800 SF/1,000*1.5 = 4 SPACES PARKING PROVIDED: 11 SPACES (1 ADA) PARKING LOT INTERIOR LANDSCAPINGREQUIRED 8,970 S.F. * 8% 718 S.F.PROVIDED 1,410 S.F. FOUNDATION PLANTINGS: FRONT FACADE: 40 LF X 15' FACADE X 12%REQUIRED: 72 S.F.PROVIDED: 85 S.F. REAR FACADE:REQUIRED: N/A (PARKING IN REAR AND NOT VISIBLE FROM R/W) STREETYARD: (25 S.F./LF FRONTAGE. 12.5' MIN./37.5' MAX. WIDTHS)FRONTAGE 88 LF - 24 LF DRIVEWAYS = 64 LF FRONTAGEREQUIRED: 25' X 64 LF 1,600 S.F.PROVIDED: 1,630 S.F. EXISTING SEWER AND WATER DEMAND: 0 GPD PROPOSED SEWER AND WATER DEMAND: 125 GPD ESTIMATED TRIP GENERATION (Per Trip Generation Manual 11th Edition):4,000 SF SPECIALTY TRADE CONTRACTOR (ITE CODE 180)AM PEAK: 7 PM PEAK: 8 DAILY: 39 40'20'10'20'0' Scale: 1"=20' PROPERTY LINERIGHT OF WAYADJOINERSEXISTING EDGE OF PAVEMENTEASEMENT EXISTING FIRE HYDRANT RUNOFF DIRECTION PROPOSED SPOT ELEVATION PARKING LOT INT. LANDSCAPING FOUNDATION PLANTINGS STREETYARD LANDSCAPING LEGEND 34.55 MEMORANDUM To: New Hanover County Technical Review Committee Date: November 21, 2025 Subject: 5012 Carolina Beach Rd – Redevelopment Office NCDOT Projects: • N/A WMPO 2050 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Specialty Trade Contractor (180) 4000 SF 39 7 8 Lease Building – 228 Old Dairy Rd – TRC Review Page | 1 To: Greg Taylor, TMC Taylor Construction Inc. From: Ryan Beil, Development Review Planner PID#: R04315-007-009-000 Egov# SITECN-25-000110 Subject: 228 Old Dairy Rd – Lease Building – Minor Site Plan Review Planning, Ryan Beil 910-798-7444 Compliance with local zoning requirements 1. General Comments a. Zoning district is I-2. b. As stated in the application the intended use is Warehousing. The Unified Development Ordinance (UDO) defines the use as i. The storing of goods, wares, and merchandise within an enclosed building, whether for the owners or others. There is little on-site sales activity with the customer present. Uses include: cold storage facilities (including frozen food lockers); distribution warehouses (used primarily for temporary storage pending distribution in response to customer orders); storage warehouses (used for storage by retail stores such as furniture and appliance stores); warehouse storerooms; or similar uses. ii. Please list all incidental or customary activities that may occur on the property in line with and under the general definition of the requested use. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. d. There are no Duke Energy Transmission Lines/Easement on the Property. 2. UDO Section 5.1, Parking and Loading Lease Building – 228 Old Dairy Rd – TRC Review Page | 2 a. Warehousing requires 1.5 parking spaces for every 1,000 square feet of building area. Project proposes 4,326 square feet. Required parking is 4,236 / 1,000 = 4.326 x 1.5 = 6 required parking spaces. 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. 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. Street yard landscaping is not required as the property lacks street frontage. b. Foundation plantings located between building face and the parking lot or drive aisle shall be required for all portions of buildings adjacent to parking lots or internal drive aisles. c. The foundation area shall be 12% of first floor building face or building face up to 25 feet in height, whichever is less. 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. If a sign is along a DOT maintained road or near an intersection with a DOT road (including the driveway access). They need to show the required DOT sight triangles on the plan and the sign location must be outside the sight triangles. b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources Lease Building – 228 Old Dairy Rd – TRC Review Page | 3 a. Per the New Hanover County Conservation Resource map there are no Conservation Resources on the site. 9. UDO Article 9, Flood Damage Prevention a. No part of the property is in the floodplain. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Building Safety. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. NHC Soil & Water Conservation, Dru Harrison 910-798-7135 General comments about existing soil conditions of the site. 1. No comments NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. Should redevelopment result in more than 1 acre of disturbance, a land disturbance permit will be required. 2. Should development result in more than 13,000 SF of additional impervious, County storm attenuation requirements will be required. A stormwater permit will be required for the conveyance system. 3. Please contact the State Department of Environmental Quality for State stormwater requirements. Since the total impervious area is below 10,000 SF, an exemption letter from DEQ is anticipated. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water and sewer. All surrounding properties are on public water and sewer. Lease Building – 228 Old Dairy Rd – TRC Review Page | 4 NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Existing address of 228 Old Dairy Road is acceptable for use. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. 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 private utility easement. 4. Please update easement to state Private Utility Easement 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-398-9114 Driveway access and state road improvements 1. Comments forthcoming WMPO, Caitlin Cerza 910-473-5130 New Hanover County contracted traffic engineering services comments: 1. Comments attached. Army Corps of Engineers, Brad Shaver 910-251-4611 Requirements if wetlands are impacted 1. No comments Lease Building – 228 Old Dairy Rd – TRC Review Page | 5 Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NHC Sustainability Manager NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: November 21, 2025 TO: New Hanover County Technical Review Committee SUBJECT: RS2 Enterprises - 228 Old Dairy Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway Permit Revision 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. • Contact the Wilmington District Office for additional information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Drainage/Stormwater Conveyance: • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. Gated Entrances: • Show and label any proposed gates with distances to the right of way line. S1 12'- 0 " 10 3 ' - 0 " 24' - 0 " 12'-0" 50' s e t b a c k 10'-0" screen 18'-0"24'-0" 10'-0" 18'-0"6'-0" 42'-0" 5'-0 " 22' - 0 " 9'-0 " 22' - 0 " 50' se t b a c k 5'-0" 10'-0" Site Lighting provided by wall fixtures mounted on building. Lighting will comply with all regulations laid out in section 5.5 of the New Hanover County UDO SITE DATA Parcel ID RO4315-007-009-000 Property Address 228 Old Dairy RoadSite Area = 0.39 Acres / 16,900 Sq. Ft.Zoning I-2 Industrial Building Height: 18' Setbacks - Front 50' - Rear 0' - Side 0' Proposed Building = 4,326 SF Required Parking 1.5/1000 sf = 7 spaces with 8 spaces providedImpervious Area:Parking Lot - 5,306 SFBuilding - 4,326 SFTotal Area = 9,632 SF Proposed Building = 42' X 103' Max Building Height - None Building use To Be Determined - Speculative Building Flood Zone - Zone XTrees on site - None * NO CONSERVATION RESOURCES ON SITE Deed Ref: Book 6677,Page 1345 SITE PLAN10/17/2025 OWNER:RS2 Enterprises, LLC124 Parmele Blvd.Wrightsville Beach, NC 28480 DESIGNER:Greg TaylorTMC Taylor Construction, Inc.1406 Castle Hayne Rd.Wilmington, NC 28401910-251-1181gtaylor@tmctaylor.com SITE PLAN SCALE: 1" = 20.0' SITE PLAN - RS2 ENTERPRISES, LLS 228 OLD DAIRY ROAD SSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWW PROPOSED 1"WATER SERVICE PROPOSED 4"SEWER SERVICE 1 12'- 0 " 10 3 ' - 0 " 24' - 0 " 12'-0" 50' s e t b a c k 10'-0" screen 18'-0"24'-0" 10'-0" 18'-0"6'-0" 42'-0" 5'-0 " 22' - 0 " 9'-0 " 22' - 0 " 50' se t b a c k 5'-0" 10'-0" SITE DATA Parcel ID RO4315-007-009-000 Property Address 228 Old Dairy RoadSite Area = 0.39 Acres / 16,900 Sq. Ft.Zoning I-2 Industrial Building Height: 18' Setbacks - Front 50' - Rear 0' - Side 0' Proposed Building = 4,326 SF Landscape Data: Proposed Building = 42' X 103' Max Building Height - None Building use To Be Determined - Speculative Building Parking Lot Interior = 4% X 5,306 SF Parking = 212 SF Req'd. Trees on site - None * NO CONSERVATION RESOURCES ON SITE Deed Ref: Book 6677,Page 1345 SITE PLAN10/17/2025 OWNER:RS2 Enterprises, LLC124 Parmele Blvd.Wrightsville Beach, NC 28480 DESIGNER:Greg TaylorTMC Taylor Construction, Inc.1406 Castle Hayne Rd.Wilmington, NC 28401910-251-1181gtaylor@tmctaylor.com SITE PLAN SCALE: 1" = 20.0' SITE PLAN - RS2 ENTERPRISES, LLS 228 OLD DAIRY ROAD SSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWW PROPOSED 1"WATER SERVICE PROPOSED 4"SEWER SERVICE Property Does NOT Abut a Street 212 SF / 144 SF = 2 Trees Minimum Required Parking Lot Interior = 413 SF Provided LEGEND: Canopy Tree - Site Lighting provided by wall fixtures mounted on building. Lighting will comply with all regulations laid out in section 5.5 of the New Hanover County UDO L MEMORANDUM To: New Hanover County Technical Review Committee Date: November 21, 2025 Subject: 228 Old Dairy Rd. – Office Buildings NCDOT Projects: • N/A WMPO 2050 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Office (710) 4,326 SF 75 11 12 ILM Airport New Hangars and Offices – 2024 Gardner Dr – TRC Review Page | 1 To: Nick Weller, Monteith Construction (nweller@monteithco.com) From: Zach Dickerson, Senior Planner Date: December 3, 2025 Technical Review Committee (TRC) PID#: R04200-001-025-000 Egov# SITECN-25-000111 Subject: 2024 Gardner Drive – ILM Airport New Hangars - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the December 3, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. ILM Airport New Hangars and Offices – 2024 Gardner Dr – TRC Review Page | 2 Planning, Zach Dickerson 910-798-7450 Compliance with local UDO requirements 1. General Comments a. The zoning is AC (Airport Commerce) b. As stated in the application the intended use is Airplane hangar storage facility, and office space. The Unified Development Ordinance (UDO) defines the use as i. Hangars are an ancillary use to the use “Airport and Terminal.” The UDO defines Airport and Terminal as establishments providing air traffic control to regulate the flow of air traffic; establishments that operate international, national, or civil airports or public flying fields; or that support airport operations (such as rental of hangar spaces, cargo handling services, and passenger parking lots); and establishments providing specialty air transportation or flying services. ii. Offices for Private Business and Professional Activities: Establishments primarily engaged in the day-to-day administrative or clerical services for businesses or other organizations that provide professional or other services to the general public on a walk-in or appointment basis in an office setting. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. 2. UDO Section 5.1, Parking and Loading a. The airport use does not have a minimum parking requirement. b. Offices for Private Business and Professional Activities requires 2.5 parking spaces per 1,000 sq ft of the use. i. It looks like each building has approximately 2,260 sq ft of office space use. With two buildings, that brings the total office use to approximately 4,520 sq ft. ii. 4.5 * 2.5 = 11.25 parking spaces required iii. The site plan shows 20 parking spaces. This requirement is met. ILM Airport New Hangars and Offices – 2024 Gardner Dr – TRC Review Page | 3 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. This area appears to already be cleared of trees- please confirm no other trees are being removed for this project. 5. UDO Section 5.4, Landscaping and Buffering a. This portion of the development does not front an internal road, so no street yard is required. b. The parking lot requires landscaping at 8% of the total area used for parking spaces and internal drive aisles. a. Parking lot landscaping areas are shown on the site plan. b. Please confirm total square footage of these areas. c. We do not require trees to be planted on airport developments, but shrubs will be required for parking lot landscaping. c. Please show foundation planting areas for all portions of the building facing the parking lots. This is calculated at 12% of the square footage of the wall area facing that parking lot. 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. Are any signs planned for these hangars and offices? b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. Any approvals granted by the TRC for the site design is not an approval for the ultimate size or placement of the sign. ILM Airport New Hangars and Offices – 2024 Gardner Dr – TRC Review Page | 4 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource map, there are no conservation resources on this site. 9. UDO Article 9, Flood Damage Prevention a. This site is not in the floodplain. NHC Fire Services, Ray Griswold 910-798-7448 Compliance with NC Fire Code 1. Fire finals required 2. NFPA 10 fire extinguishers required 3. A Section 510 study will be required - First Responder Radio coverage 4. Sprinklers required. 5. Proper fire alarm & Sprinkler permits required 6. A fire hydrant shall be placed within 100 feet of each FDC. 7. Hangar numbering / addressing shall be visible from Gardner Drive & Front of each building NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. If funding for this project comes from the Airport, an erosion control permit issued by NC DEQ will be required. Should the funding be private, then erosion control permitting will be issued by New Hanover County (NHC) Engineering. If NHC issues the land disturbing permit, please digitally submit the permit application documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable form can be found at https://www.nhcgov.com/249/Sediment-Erosion-Controlhowever. 2. Please contact the State for the stormwater permit modification requirements. 3. It doesn’t appear the drainage area is covered in the State stormwater, therefore, County requirements for storm attenuation may be required. If the drainage area is within a State stormwater boundary, all stormwater conveyance (inlets, pipes, culverts, ditches, etc) measures are subject to the NHC stormwater ordinance. Please submit to NHC Engineering for a stormwater permit for storm conveyance measures as the design is completed. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- ILM Airport New Hangars and Offices – 2024 Gardner Dr – TRC Review Page | 5 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. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water and sewer. All surrounding properties are on public water and sewer. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. No comments- hangar addresses have already been assigned. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering- Plan-Review-103. 3. CFPUA water available. 4. Project will require separate domestic and fire services (cannot split as shown); backflows will need to be at the road on the private side. 5. How will the project be sewered? 6. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 7. 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. 8. 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. ILM Airport New Hangars and Offices – 2024 Gardner Dr – TRC Review Page | 6 NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. No comments. WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. See attached. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager Army Corps of Engineers MEMORANDUM To: New Hanover County Technical Review Committee Date: November 21, 2025 Subject: ILM Hangers Comments: • Please provide the exact number of employees for the proposed building to ensure accurate trip generation estimates and determine whether a Traffic Impact Analysis (TIA) is required. NCDOT Projects: • N/A WMPO 2050 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: Please provide the exact number of employees for the proposed building to ensure accurate trip generation estimates and determine whether a Traffic Impact Analysis (TIA) is required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Aviation Airport (022) - Employees - - - Bank – 7241 Market Street – TRC Review Page | 1 To: Mauricio R Delgado, VP of JPMorgan Chase Bank, N.A. Mauricio.r.delgado@chase.com Bianca Buschor, Project Coordinator, Bohler Engineering bbuschor@bohlereng.com From: Ryan Beil, Development Review Planner Date: December 3, 2025 Technical Review Committee (TRC) PID#: R044000-001-007-000 Egov# SITECN-25-000112 Subject: 7241 Market Street – Bank - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is Bank – 7241 Market Street – TRC Review Page | 2 not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the December 3, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Planning, Ryan Beil 910-798-7444 Compliance with local zoning requirements 1. General Comments a. Zoning district is B-2. b. As stated in the application the intended use is Bank/Financial Institution. The Unified Development Ordinance (UDO) defines the use as: i. A facility that has as its primary purpose the custody, loan, exchange, or issue of money, the extension of credit, and transmission of funds. Accessory uses may include automated teller machines (ATMs) and facilities providing drive- through services. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. d. There appears to be Duke Energy Transmission Lines/Easement on the Property. Plans note a Duke easement on this property. Please confirm with Duke Energy to get Duke Energy approval for this site plan before proceeding with any other permits. 2. UDO Section 5.1, Parking and Loading a. Use requires 3 parking spaces for every 1,000 square feet of building area. Project proposes 3,247 square feet, meaning required parking is 3,247 / 1,000 = 3.247 x 3 = 10 required parking spaces. Applicant has provided 19 spaces, exceeding the parking requirement. 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. Bank – 7241 Market Street – TRC Review Page | 3 4. UDO Section 5.3, Tree Retention a. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Street yard landscaping shall be required along all street frontages. b. B-2 primary street yard requires 25 square feet for each linear foot of street frontage, with a minimum width of 12.5’. i. Site plan shows 119 linear feet along Market St, however my measurements show approximately 109 linear feet, not including the driveway width. 109 x 25 square feet =2725 square feet of street yard landscaping required along Market Street. Please show square footage of street yard landscaping on landscape plan. ii. One canopy tree or two understory trees, and six shrubs required for every 600 square feet of street yard landscaping. Site plan shows 6 understory trees and 36 shrubs provided along Market Street. However, my calculations of 2725 square feet of street yard landscaping required along Market St would require 5 canopy trees or 10 understory trees, along with 27 shrubs. iii. 2725 square feet / 600 = 4.54, which would round up to 5 canopy trees or 10 understory trees required. 4.54 x 6 = 27.25 shrubs required (which can be rounded down to 27) iv. Secondary street frontages are required to contain 50% of the required street yard area. c. Foundation plantings located between building face and the parking lot or drive aisle shall be required for all portions of buildings adjacent to parking lots or internal drive aisles. d. The foundation area shall be 12% of first floor building face or building face up to 25 feet in height, whichever is less. i. Building face measures 1,480 square feet. 1480 x .12 = 177.6 square feet of foundation planting area required. Please show square footage calculations of required foundation plantings on landscape plan. Bank – 7241 Market Street – TRC Review Page | 4 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, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. b. Considering this property is along a DOT maintained road, DOT sight triangles must be shown on the plan and the sign must be located outside the sight triangles. 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. i. There is pocosin present, but a minimum of 5 acres is required on the subject property to trigger additional conservation requirements per the UDO. 9. UDO Article 9, Flood Damage Prevention a. No part of the property is in the floodplain. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Building Safety. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. 2. A fire hydrant must be located within 400 feet of a newly constructed structure. Please show an existing hydrant that meets this requirement or proposed location of a new hydrant. Bank – 7241 Market Street – TRC Review Page | 5 NHC Soil & Water Conservation, Dru Harrison 910-798-7135 General comments about existing soil conditions of the site. 1. No comments NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A revision to the stormwater permit (STMW-22-0043) 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) under the STMW number. 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. 2. A land disturbing permit issued by the County is required for this project. Please digitally submit the permit application 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/249/Sediment-Erosion-Control. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water and sewer. All surrounding properties are on public water and sewer. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Proposed building will need its own individual address. 2. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review will be required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer (private sewer extension) available via a mainline extension. Bank – 7241 Market Street – TRC Review Page | 6 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 910-398-9114 Driveway access and state road improvements 1. Comments forthcoming WMPO, Caitlin Cerza 910-473-5130 New Hanover County contracted traffic engineering services comments: 1. Comments attached Army Corps of Engineers, Brad Shaver 910-251-4611 Requirements if wetlands are impacted 1. No comments Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: November 25, 2025 TO: New Hanover County Technical Review Committee SUBJECT: Chase Bank – 7241 Market Street ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: Since the proposed bank is served internally and is part of the Middle Sound West/Lendire Mixed-Use Development a driveway permit is not required. A REVISED NCDOT Driveway Permit is required for the Middle Sound West/Lendire Mixed-Use Development. 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. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Required Roadway Improvements: Per the approved TIA a right turn lane is required on Market Street. Site Plan Comments: This development is located within STIP U-4902D. • Any proposed construction activities within the limits of the active STIP project will require a hold harmless letter from the contractor. Public Utility/Drainage Easements: • Anything that is constructed within the public easements must meet NCDOT guidelines. • Refer to the NCDOT Right of Way Department for additional information. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. W E S NAD83 NAD83 DO NOT ENTER LOT 4 - GUTHERIE'SRESTAURANT (PROPDEVELOPMENT BYOTHERS) ZONED: B-2 LOT 5 - PROP CHASE BANK ZONED: B-2 LOT 6 - VACANT(FUTUREDEVELOPMENT BYOTHERS) ZONED: B-2 LOT LINE ASPROPOSED BYOTHERS LOT LINE ASPROPOSED BYOTHERS LOT LINE ASPROPOSED BYOTHERS LOT 3 - WAWA (PROPDEVELOPMENTBY OTHERS)ZONED: B-2 S32°14'40"W 207.40' N5 3 ° 0 7 ' 2 0 " W 2 7 6 . 6 0 ' LOT 2"MINOR SUBDIVISION PLATOF 7241 MARKET STREET"MB 75, PG 312 LANDS OFFRONT 7241 MARKETSTREET LLCPIN: R04400-001-006-000DB 6615, PG 331209,856 SFOR4.818 AC SITE UNDER ACTIVECONSTRUCTIONNO BUILDINGS EXISTING SIDEWALK,CURB AND ROADIMPROVEMENTS LOD LOD LOD LO D LO D LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LODLODLODLODLODLODLOD LOD LOD LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LO SLOOSSLLLNTNNNNPR E RR EE PRPR TPP W RO T W H R 3 EP TM W SIDEWALK, C&G, TURNLANE IMPROVEMENTSAS PROPOSED BYOTHERS PROP TRASHENCLOSURE 2'R 4 4 10' LANDSCAPE BUFFER 25' BUILDING SETBACK 5.1'R 5.1'R 5'R5'R5'R5'R 2.5'R 5'R 5'R 20' R 5'R 5'R5'R 5'R 20'R 5'R 5'R 5'R 5'R 5'R 20'R 18' 18' 24' 9' 9' 18' 22' 10'12' 18' 24' 24' 24' 24' 24' 24' 9' 9' 18. 5 ' 6 EN D E N T R Y W / D U A T M +/- 3 , 2 7 2 S . F . 5' LANDSCAPE BUFFER PROP 24" CURB AND GUTTER (TYP) 5' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER PROP "DO NOT ENTER"PAVEMENT MARKINGS PROP DIRECTIONAL ARROWPAVEMENT MARKINGS (TYP) 11' 8.3 ' 5' PROP "STOP" BARAND SIGN (TYP) PROP BOLLARD MOUNTED ADA PARKING &VAN ACCESSIBLE SIGN (SEE PAVEMENTMARKING FOR LOCATION OF RESPECTIVE SIGNS)PROP BIKE RACK PROP 6" STEELBOLLARD PROP HEADACHE BAR PROP POLE MOUNTED "STOP"AND "DO NOT ENTER" SIGN 11'5'8' 6' 9 PROP "STOP" SIGN 5' 2.3 ' 6' PROP 6" BOLLARD 5' 22' FF E : 4 7 . 5 0 C/O C/O PROP "STOP" BAR AND SIGN PROP TIE INTOEXISTING CURB PROP TIE INTOEXISTING CURB PROP TRANSITION CURB (TYP) PROP TIE INTOEXISTING CURB PROP TIE INTOEXISTING CURB PROP CURB INLET PROP CURB INLET PROP CURB INLET PROP CURB INLET PROP 4" SSWL (TYP) TIE IN TO EXISTINGSIDEWALK PROP ATM PROP TRANSITION CURB (TYP) PROP TRANSITION CURB (TYP) PROP SIDEWALK PROP 4" SSWL (TYP) PROP 18" GUTTER 3 PROP SIDEWALK 6' LOD LOD LOD LO D LO D LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LODLODLODLODLODLODLOD LOD LOD LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD C-301 SITEPLAN THIS PLAN TO BE UTILIZEDFOR SITE LAYOUT PURPOSESONLY SC PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.: PROJECT: FOR H:\2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 3 0 1 S I T E CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00DBEM09/29/25P-CIVL-SITE PROP.SITE PLANDOCUMENTS PROPOSEDDEVELOPMENT 7241 MARKET STWILMINGTON, NC 28411NEW HANOVER COUNTYPIN: R04400-001-006-000 ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BYCHECKED BY 09/29/25 ISSUED FOR MUNICIPAL & NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200RALEIGH, NC 27612Phone: (919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC THE I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R WRI T T E N AUTH O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SIT E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BOH L E R No v 0 3 , 2 0 2 5 It's fast. It's free. It's the law. 0 SCALE: 1" = 20' 20 20510 ZONING TABLE PIN: R04400-001-006-000ZONE: B-2CURRENT USE: VACANTPROPOSED USE: BANK WITH DRIVE-THRUPROPOSED SQUARE FOOTAGE OF BUILDING: ±3,359 SF APPLICANT / OWNER INFORMATION APPLICANT:JLL IN PARTNERSHIP WITH JP MORGAN CHASE BANK, N.A.1111 POLARIS PARKWAYCOLUMBUS, OH 43240 PROPERTY OWNER: WILMINGTON (MARKET STREET) WW, LLC261 SUMMIT BLVD, SUITE 110BIRMINGHAM, AL 35243JEFFERY LEWINJLEWIN@CGPRE.COM(602) 908-1424 BULK REQUIREMENTS ITEM CODE PERMITTED PROPOSED MIN LOT AREA § 3.4.5 N/A N/A MIN LOT WIDTH § 3.4.5 N/A N/A MIN LOT DEPTH § 3.4.5 N/A N/A MIN BUILDING SETBACKS FRONT § 3.4.5 25'* 25' SIDE § 3.1.3 10'* 10' REAR § 3.1.3 0' 0 MAX PERMITTED HEIGHT N/A N/A N/A PARKING REQUIREMENTS ITEM CODE PERMITTED PROPOSED MIN VEHICULAR PARKING § 5.1.2 3 SPACE PER 1,000 SF GFA3x(3,359 SF/1,000 SF) = 10 19 SPACES MAX VEHICULAR PARKING § 5.1.2 N/A N/A MIN HANDICAP SPACES 2010 ADA CODE 1-25 SPACES REQUIRESMINIMUM OF 1 ADA SPACE 2 SPACES MIN STACKING REQUIRMENTS N/A N/A 4 SPACES PROPOSED SITEABBREVIATIONS ABBREVIATION DESCRIPTION (TYP)TYPICAL SSWL SINGLE SOLID WHITE LINE DSWL DOUBLE SOLID WHITE LINE L.S.A. LANDSCAPE AREA IMPERVIOUS AREA COVERAGE PRE-DEVELOPMENT POST-DEVELOPMENT IMPERVIOUS AREA 0 SF (0.00 AC) 26,745 SF (0.61 AC) PERVIOUS AREA 38,032 SF (0.87 AC) 11,284 SF (0.26 AC) PERCENTAGE OF TOTALIMPERVIOUS AREA 0.00% 70.33% W E S NAD83 NAD83 LOT 4 - GUTHERIE'SRESTAURANT (PROPDEVELOPMENT BYOTHERS) ZONED: B-2 LOT 5 - PROP CHASE BANKZONED: B-2 LOT 6 - VACANT(FUTUREDEVELOPMENT BYOTHERS) ZONED: B-2 LOT LINE ASPROPOSED BYOTHERS LOT LINE ASPROPOSED BYOTHERS LOT LINE ASPROPOSED BYOTHERS LOT 3 - WAWA (PROPDEVELOPMENTBY OTHERS)ZONED: B-2 S32°14'40"W 207.40' N5 3 ° 0 7 ' 2 0 " W 2 7 6 . 6 0 ' LOT 2"MINOR SUBDIVISION PLATOF 7241 MARKET STREET"MB 75, PG 312 LANDS OFFRONT 7241 MARKETSTREET LLCPIN: R04400-001-006-000DB 6615, PG 331209,856 SFOR4.818 AC SITE UNDER ACTIVECONSTRUCTIONNO BUILDINGS LOD LOD LOD LO D LO D LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LODLODLODLODLODLODLOD LOD LOD LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD 2''W 2''W 2''W 2''W W W W W 2''W 2''W 2''W 2''W W 2''W 2''W 2''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 6''S S W W W W W W W W W W W SIDEWALK, C&G, TURNLANE IMPROVEMENTSAS PROPOSED BYOTHERS 10' LANDSCAPE BUFFER 25' BUILDING SETBACK EN D E N T R Y W / D U A T M +/- 3 , 2 7 2 S . F . 5' LANDSCAPE BUFFER PROP PROPERTY LINE 5' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER DDDDC/O FF E : 4 7 . 5 0 C/O C/O PROP CURB INLET PROP CURB INLET PROP CURB INLET PROP CURB INLET TIE IN TO EXISTINGSIDEWALK PROP SIDEWALK LOD LOD LOD LO D LO D LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LODLODLODLODLODLODLOD LOD LOD LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LO D LOD LO D LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD S S S S S S S S SAN-30 SAN-10 EX-10 PRO P 1 0 0 L F 6 " P V C @ 1 . 6 0 % PROP 20 LF 6" PVC @ 1.60% S S S W W W W W W W W W W PROP 1.5"DOMESTICWATER METER PROP CROSSINGBTM OF SAN: 43.21'TOP OF SAN: 40.84'CLEAR: 2.37' FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E E E E E E E PROP CONNECTIONWITH INSERTA-T PROP 6" HDPE ROOFDRAIN PROP CONNECTIONWITH INSERTA-T PROP 6" HDPE ROOFDRAIN ROOF DRAINCONNECTION. SEEPLUMBING PLANSFOR CONTINUATION. C/O C/O PROP 1" IRRIGATIONWATER METER PROP DOMESTIC WATERBUILDING CONNECTIONPROP SEWER BUILDINGCONNECTION PROP 1.5" BLACKPOLY WATERSERVICE PROP 2-4" PVC CONDUITS.CONTRACTOR TO COORDINATEROUTE AND CONNECTION WITHUTILITY PROVIDER PROP 2-4" PVC CONDUITS.CONTRACTOR TO COORDINATEROUTE AND CONNECTION WITHUTILITY PROVIDER PROP 1" RPZBACKFLOWPREVENTER PROP IRRIGATIONPOC. SEEIRRIGATION PLANFOR CONTINUATION PROP 1.5" RPZBACKFLOWPREVENTER SANITARY CLEANOUT SCHEDULE STRUCTURE # EX-10 SAN-10 SAN-20 SAN-30 CATEGORY EX. MANHOLE PROP CLEANOUT CLEANOUTS PROP BUILDING CONNECTION INV IN INV IN = 40.85' (6") INV IN = 41.18' (6") INV IN = 41.90' (6") INV OUT INV OUT = 41.18 (6") INV OUT = 41.90 (6") INV OUT = 43.50 (6") SANITARY PIPE SCHEDULE FROM EX-10 SAN-10 SAN-20 FROMINV 40.85' 41.18' 41.90' TO SAN-10 SAN-20 SAN-30 TOINV 41.18' 41.90' 43.50' PIPELENGTH 20' 45' 100' SLOPE(%) 1.60% 1.60% 1.60% DIAMETER(IN.) 6" 6" 6" MATERIAL PVC Pipe PVC Pipe PVC Pipe C-501 UTILITYPLAN THIS PLAN TO BE UTILIZEDFOR UTILITIES PURPOSESONLY SC PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.: PROJECT: FOR H:\2 0 2 5 \ N C B 2 5 0 0 4 9 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - U T I L - N C B 2 5 0 0 4 9 . 0 0 - - - - - > L A Y O U T : C - 5 0 1 U T I L CK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB250049.00DBEM09/29/25P-CIVL-UTIL PROP.SITE PLANDOCUMENTS PROPOSEDDEVELOPMENT 7241 MARKET STWILMINGTON, NC 28411NEW HANOVER COUNTYPIN: R04400-001-006-000 ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BYCHECKED BY 09/29/25 ISSUED FOR MUNICIPAL & NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 200RALEIGH, NC 27612Phone: (919) 578-9000 NC@BohlerEng.com BOHLER ENGINEERING NC, PLLC THE I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R WRI T T E N AUTH O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SIT E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R E N G I N E E R I N G N C , P L L C BOH L E R No v 0 3 , 2 0 2 5 It's fast. It's free. It's the law. 0 SCALE: 1" = 20' 20 20510 PROPOSED NOTETYPICAL NOTE TEXT UTILITY LEGEND SAN#SANITARYLABEL UNDERGROUNDWATER LINE UNDERGROUNDELECTRIC LINE UNDERGROUNDGAS LINE OVERHEADWIRE STORMSEWER SANITARYSEWER HYDRANT WATERMETER WATERVALVE YARDINLET CURBINLET CLEANOUT ELECTRICBOX WV WM UTILITY NOTES: 1. BACKFLOW PREVENTER TO BE APPROVED BY CFPUA COMMUNITYCOMPLIANCE.2. PRE-CONSTRUCTION MEETING REQUIRED PRIOR TO CONSTRUCTION. MEMORANDUM To: New Hanover County Technical Review Committee Date: November 17, 2025 Subject: 7241 Market St - Bank NCDOT Projects: • U-4902D- US -17 Business (Market Street) – SR 1403 Middle Sound Loop Road to SR 2290 Mendenhall Drive / SR 2734 Marsh Oaks Drive. It is in direct proximity of this project. • EB-6027- South of Market Street from Red Cedar Road to the existing trail at the corner of Market Street and Middle Sound Loop Road near Wilmington. Construct multi – use paths. It is in direct proximity to this project • U-4751A – Lendire Road- West of US 17 Business to US 17 Business / SR 1403 Middle Sound Loop Road. It is in direct proximity to this project. WMPO 2050 MTP Projects: • U-4902D is also included in the 2050 MTP. • U-4751A is also included in the 2050 MTP. New Hanover County Projects: • N/A TIA: A TIA for Lendire Commercial Mixed-Use was revised and approved by the WMPO on May 30, 2024. All improvements outlined in the approved TIA are required. Please reach out to Caitlin Cerza (Caitlin.Cerza@wilmingtonnc.gov), the WMPO’s Transportation Planning Engineer, if any questions arise related to the TIA. The TIA approval with conditions letter will be attached to these comments. November 14, 2022 REVISED May 30, 2024 Ms. Dionne Brown, PE DAVENPORT 5917 Oleander Drive, Suite 206 Wilmington, NC 28403 RE: REVISED TIA approval with conditions of the Traffic Impact Analysis (sealed April 22, 2024) associated with the proposed Lendire Commercial Mixed-Use development in New Hanover County, NC. Dear Ms. Brown: The WMPO, NCDOT and New Hanover County staffs have reviewed the revised and updated Lendire Commercial Mixed Use development TIA (sealed April 22, 2024). According to the submitted documents, this development proposes the following land uses with a build year of 2026: o ITE Land Use Code 151 – Mini storage 100,000 SF o ITE Land Use Code 310 – Hotel 120 rooms o ITE Land Use Code 710 – General Office 10,000 SF o ITE Land Use Code 822 – Strip Retail (<40ksf) Plaza 40,000 SF o ITE Land Use Code 912 – Bank with Drive-thru 4,090 SF o ITE Land Use Code 932 – High Turnover (Sit-down) Restaurant 13,120 SF o ITE Land Use Code 934 – Fast-Food Restaurant with Drive-Thru 3,390 SF o ITE Land Use Code 945 – Convenience Store with gasoline pumps – 16 VFP Scenario 1 Assumes U-4902 improvements & Wendover RCI with Site Access 2 as Right-In/Right-Out Scenario 2 Assumes U-4902 improvements & Wendover RCI with Site Access 2 as Full Movement Based on the review of the submitted analysis and related documents, the following improvements are required of the development: REVISED TIA approval with conditions of Lendire Commercial Mixed-use development (NHC) Page 2 of 4 US 17 (Market St) at SR 1403 (Middle Sound Loop Rd) / SR 2892 (Lendire Rd) Scenarios 1 & 2 No improvements are required. US 17 (Market St) at SR 1929 (Wendover Ln) (Future Signalized Intersection) Scenario 1 No improvements are required. Scenario 2 • Modify the southbound left turn lane on US 17 (Market St) to provide 350 feet of full-width storage with appropriate taper. US 17 (Market St) at Site Access 1 (Proposed Right-in/Right-out Intersection) Scenario 1 • Construct a southbound right turn lane on US 17 (Market St) with full-width storage extended back to Site Access 2. • Construct Site Access 1 (eastbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line, and with one ingress and one egress lane, configured as a right-in, right-out intersection. • Provide stop controls for the eastbound approach. Scenario 2 • Construct a southbound right turn lane on US 17 (Market St) with 125 feet of storage, and appropriate full-width deceleration and taper. • Construct Site Access 1 (eastbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line, and with one ingress and one egress lane, configured as a right-in, right-out intersection. • Provide stop controls for the eastbound approach. US 17 (Market St) at Site Access 2 Scenario 1 • Construct a southbound right turn lane on US 17 (Market St) with 500 feet of storage, and appropriate full-width deceleration and taper. • Construct Site Access 2 (eastbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line and with one ingress and one egress lane, configured as a right-in, right-out intersection. • Provide stop controls for the eastbound approach. REVISED TIA approval with conditions of Lendire Commercial Mixed-use development (NHC) Page 4 of 4 Nick Drees, Engineering Specialist, NCDOT Stonewall Mathis, PE, Division Traffic Engineer, NCDOT Krupa Koilada, Senior Assistant Traffic Engineer, NCDOT Bryce Cox, Assistant Traffic Engineer, NCDOT Clarence Bunting, PE, Congestion Management Regional Engineer, NCDOT Ken Vafier, Planning Manager, New Hanover County Robert Farrell, Development Review Supervisor, New Hanover County Zach Dickerson, Senior Development Review Planner, New Hanover County Denys Vielkanowitz, PE, City Traffic Engineer, City of Wilmington Chris Walker, Assistant Chief - Fire Marshall, City of Wilmington Bill McDow, Associate Planner, WMPO NCDOT Required Improvements Figure Lendire Commercial Mixed Use (Scenario 1) Legend Black -Existing Infrastructure Blue -Scenario 1 Improvements -Stop Control -Signal -Right-in/Right-out Site Access 2 10 0 ' I P S Middle Sound Loop Road 50 0 ' s t o r a g e 100' IPS Site Access 1 100' taper Wendover Lane US 1 7 Ma r k e t S t Lendire Road50' storage Si t e A c c e s s 3 US 1 7 Ma r k e t S t 100' IPS FU L L NCDOT Required Improvements Figure Lendire Commercial Mixed Use (Scenario 2) Legend Black -Existing Infrastructure Blue -Scenario 2 Improvements -Stop Control -Signal -Right-in/Right-out Install a traffic signal & coordinate with existing signal system. Site Access 2 10 0 ' I P S Middle Sound Loop Road 25 0 ' s t o r a g e 200'storage for each egress lane Site Access 1 100' taper Modify to provide 350' storage. Wendover Lane US 1 7 Ma r k e t S t Lendire Road50' storage Si t e A c c e s s 3 US 1 7 Ma r k e t S t 100' IPS 12 5 ' st o r a g e 20 0 ' s t o r a g e 100' storage Mihaly Office – 7031 Market St – TRC Review Page | 1 To: Josh Mihaly, Mihaly Land Design (josh@mihalyland.net) From: Zach Dickerson, Senior Planner Date: December 3, 2025 Technical Review Committee (TRC) PID#: R04400-002-015-000 Egov# SITECN-25-000118 Subject: 7031 Market St – Mihaly Office - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the December 3, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Mihaly Office – 7031 Market St – TRC Review Page | 2 Planning, Zach Dickerson 910-798-7450 Compliance with local UDO requirements 1. General Comments a. Zoning is (CZD) B-2 b. This project is tied to rezoning case Z19-13. There was one condition included with the approval of this conditional zoning district. i. The 6 (six) significant live oak trees on the site will be retained. c. As stated in the application the intended use is “Office” The Unified Development Ordinance (UDO) defines the use as i. Offices for Private Business and Professional Activities: Establishments primarily engaged in the day-to-day administrative or clerical services for businesses or other organizations that provide professional or other services to the general public on a walk-in or appointment basis in an office setting. d. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. e. Does the utility easement noted on the site plan include Duke Energy? It appears so given that there are power lines on this property. 2. UDO Section 5.1, Parking and Loading a. Site plan notes 2.5 parking spaces required per 1,000 sq ft of use. The proposed building is 2,160 sq ft. b. This would require 5 parking space. Site plan provides 12 spaces total including one ADA parking space. Parking requirements met. Thanks! 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. A TIA is not required for this project. c. Please see notes from NCDOT about the Nixon Apartments driveway permit needing to be amended for this project. Mihaly Office – 7031 Market St – TRC Review Page | 3 4. UDO Section 5.3, Tree Retention a. Site plan notes that all six live oaks are being retained on the property. Thanks! b. Please confirm no other trees are being removed for this project. It does not appear so. c. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Parking lot landscaping is required at 8% of the total area used for parking lot internal drive aisle and parking spaces. These calculations are provided in the table, but I’m not super clear on what areas are being used for this as they don’t look like typical islands. Are these the areas intended for parking lot landscaping? If so, that is okay, especially given the condition to retain the six live oak trees on the site, but these areas will need shrubs. b. There is a note that calls out parking lot plantings, but it doesn’t seem to be really in the parking lot area. c. Street yard plantings look good, thanks! Mihaly Office – 7031 Market St – TRC Review Page | 4 d. Foundation plantings look good, thanks! e. The UDO requires 15 trees to be planted or retained on the site for each acre disturbed. With the six live oaks being retained on site as part of the rezoning conditions, this requirement is met. 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. Sign location is shown outside the NCDOT sight triangles, thanks! b. Please refer to Table 5.6.2.J.4.a in the UDO for maximum sign size on this site. c. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. Any approvals granted by the TRC for the site design is not an approval for the ultimate size or placement of the sign. 8. UDO Section 5.7, Conservation Resources a. The conservation resources map does not indicate any conservation resources impacting the property, this section does not apply.” 9. UDO Article 9, Flood Damage Prevention a. This site is not in a floodplain. NHC Fire Services 910-798-77420 Compliance with NC Fire Code 1. Comments forthcoming Mihaly Office – 7031 Market St – TRC Review Page | 5 NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. Should redevelopment result in more than 1 acre of disturbance, a land disturbance permit will be required. 2. Should development result in more than 13,000 SF of additional impervious, County storm attenuation requirements will be required. A stormwater permit will be required for the conveyance system. 3. The current design appears to pond water in the parking lot. A seasonal high water table elevation determination is recommended, as the perimeter drainage trench may result in a groundwater trench. Consideration should be given to a conveyance system which outfalls into the existing ROW drop inlet in the SE corner of the site. 4. Please contact the State Department of Environmental Quality for State stormwater requirements. Since the total impervious area is below 10,000 SF, an exemption letter from DEQ is anticipated. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to a existing well head. Environmental Health has no records of a well drilled on this site. The well could have been drilled prior to records being kept on drilled wells (~1990). With no records this well may not meet current drilling/construction standards. The well may have been drilled or jetted for irrigation or other purposes other than a potable water supply. Building foundations or structures must maintain 25' to the existing well head or any surrounding well heads. It is highly suggested this well be tested for potable water standards set forth by the EPA. 2. Site plan reflects connection to public sewer. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Comments forthcoming. Mihaly Office – 7031 Market St – TRC Review Page | 6 Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. 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 sewer is available. 4. There is no CFPUA water currently available at this lot. A watermain extension would be required along Market St from the existing CFPUA 16” water main located approximately 750-LF southwest of this parcel in vicinity of the access ramp to Military Cutoff Rd. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. The driveway permit for the Nixon Apartments would need to be revised to include the proposed development. WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. See attached. Mihaly Office – 7031 Market St – TRC Review Page | 7 Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager MEMORANDUM To: New Hanover County Technical Review Committee Date: November 25, 2025 Subject: 7031 Market St. NCDOT Projects: • N/A WMPO 2050 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Office Building (710) 1,200 SF 25 4 4 Pierson’s Pointe – Major Subdivision – TRC Review Page | 1 To: John Smist, Wilmington Realtor’s Foundation From: Zach Dickerson, Senior Planner Date: December 3, 2025 TRC Review PID#: R07900-003-010-000 & R07900-003-011-000 Egov# SUBPP-25-0034 Subject: Pierson’s Pointe- Preliminary Plan TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. Pierson’s Pointe – Major Subdivision – TRC Review Page | 2 The following comments have been received for the December 3, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Planning, Zach Dickerson 910-798-7450 Compliance with local zoning requirements 1. General Comments a. This site is zoned (CZD) R-5, tied to rezoning case Z22-02, approved on 4/4/2022. b. The type of housing proposed is duplexes and quadruplexes. c. This project is a performance residential subdivision. i. Acreage of the site is 6.13 acres. With 48 dwelling units proposed, the density proposed is 7.8 dwelling units per acre. ii. R-5 allows a maximum of 8 dwelling units per acre. Proposed density is in compliance with the R-5 district. iii. Need to show density calculations. Example: 1. Total site acreage = 6.13 acres 2. Zoning District allows maximum 8 dwelling units per acre under performance residential subdivision. 3. (CZD) R-5, under rezoning case Z22-02 proposed 48 dwelling units. Development is capped at 48 dwelling units. d. Because this project is tied to a conditional rezoning, please include the rezoning condition on the site plan. This can be in a notes section or elsewhere on the site plan: i. The project is proposed to meet the price criteria for workforce housing in the 81-120% Area Median Income (AMI) range as defined by the US Department of Housing and Urban Development, adjusted for household size. Restrictive covenants will be created to assure owner occupancy and restrict investment or short term rental. e. Staff recommend including the location of traffic calming devices on the preliminary plans. Installation of traffic calming devices are not required, but including potential locations on the plan ensures the future HOA / owners will have the opportunity to install them without conducting a traffic study. Pierson’s Pointe – Major Subdivision – TRC Review Page | 3 2. UDO Section 5.1, Parking and Loading a. All types of housing on the site require 2 parking spaces per dwelling unit. b. Please confirm each dwelling unit will have 2 parking spaces. 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. 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. I don’t see that a Tree Removal Permit has been submitted for this development yet. When you’re ready to move forward with that, please submit for a Tree Removal Permit. 5. UDO Section 5.4, Landscaping and Buffering a. Because these are not single-family structures, landscaping is required. b. Please submit a landscape plan showing street yard and transitional buffer. c. I noticed that transitional buffer area is shown on the site plan, but we’ll need a full landscape plan noting plantings for this requirement. d. The lift station will also need landscaping. 6. UDO Section 5.5, Lighting a. Please note under 5.5.2.A that a lighting plan is not required for single-family residential projects and the county does not require streetlights, however a lighting plan is required for any amenity area. 7. UDO Section 5.6, Signs a. Please note that any signs are subject to Section 5.6 of the UDO. b. If a sign is to be placed adjacent to Carolina Beach Road for this development, please ensure it is outside of the 10x70’ sight triangle as required by NCDOT. Pierson’s Pointe – Major Subdivision – TRC Review Page | 4 c. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource map, there are small amounts of Pocosin Conservation resource on the far eastern portion of this site. b. However, the area of Pocosin is not 5 acres in size, nor are there any Class IV soils on this site, so the Conservation Resource requirements are not triggered. c. The site plan does note a small amount of 404 Federally Regulated Wetlands on the far eastern portion of the site. 9. UDO Section 5.8, Open Space Requirements a. Open space requirements for performance residential developments is 20% of the total site acreage. b. 6.13 * 20% = 1.23 acres. c. Site plan notes 2.04 acres of open space provided. d. Please clearly delineate what areas on this site are intended for open space. 10. UDO Article 6, Subdivision Design and Improvements. a. Sidewalks do appear to be on the northern side of the street, but not on the southern side. b. The R-5 zoning district requires sidewalk on both sides of the street. c. Block length is OK. d. It appears there is only 1 link and 1 note, but this is a dead end road right now without much possibility for connection to anywhere nearby, so this is OK. e. Please confirm the ROW width and travelway width of the internal road. i. The New Hanover County Private Roadway Design Manual requires a minimum 45’ width ROW and minimum 24’ width travelway. Pierson’s Pointe – Major Subdivision – TRC Review Page | 5 11. UDO Article 9, Flood Damage Prevention a. No part of this development is in the floodplain. NHC Fire Services, David Stone 910-798-7458 Compliance with the NC Fire Code 1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Building Safety. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. 2. Fire apparatus access roads are required at time of construction. They are to be capable of handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may increase this width as necessary based on potential for fire apparatus response. Dead end roads greater than 150 feet in length shall require an approved means for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local apparatus). 3. Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). 4. Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking is desired the minimum road width shall be increased, contact the fire code official for further information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall. Commercial buildings shall have fire lanes marked (Chapter 5) 5. Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated during the Technical Review (TRC). a. All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Pierson’s Pointe – Major Subdivision – TRC Review Page | 6 Further information on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. b. All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A request for additional information has been provided to the applicant for County stormwater permit and land disturbing permit. The stormwater and land disturbing review fees must be paid prior to permit issuance. 2. Please contact the State for their stormwater permit requirements. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public sewer. Old dwellings on properties should have existing septic systems. Abandon septic systems by pump, crush and fill any existing septic tanks. Proposed infrastructure does not violate any setbacks to surrounding properties well heads or septic systems. 2. Site plan reflects connection to public water. Environmental Health records reflect existing wells at 6223 and 6229 Carolina Beach Rd. Other structures on these parcels may also have existing wells. Due diligence must be preformed by the developer to locate, protect and abandon all existing well heads from old residences. Wells must be abandoned by a Certified Well Driller. Proposed infrastructure does not violate setbacks to any surrounding properties well heads. Pierson’s Pointe – Major Subdivision – TRC Review Page | 7 NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. One street name is required. Please submit street name proposals with alternatives prior to TRC approval. 2. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. 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. 4. Project will also require a pump station and forcemain extension. 5. Please update easement to state Private Utility Easement 6. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 7. 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. 8. 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 Driveway access and state road improvements 1. Comments forthcoming WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. See attached. Pierson’s Pointe – Major Subdivision – TRC Review Page | 8 Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources Army Corps of Engineers New Hanover County Sustainability Manager New Hanover County Soil & Water Conservation STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: November 24, 2025 TO: New Hanover County Technical Review Committee SUBJECT: Pierson’s Pointe – 6221 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 You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway permit has been submitted to NCDOT for review. • Permit # D033-065-25-00169 This permit is being reviewed by: • Greg Blair NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Roadway Improvements: • A right turn lane may be required: based on an AADT of 46,000 and 23/27 am/pm peak hour trips. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. Site Plan Comments: Review comments will be sent through the NCDOT driveway permit portal. MEMORANDUM To: New Hanover County Technical Review Committee Date: November 21, 2025 Subject: Pierson’s Pointe Townhomes NCDOT Projects: • N/A WMPO 2050 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Single Family Attached (215) 48 Dwelling Units 315 23 27