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HomeMy WebLinkAboutCompiled Commercial Site Plan TRC Comments 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