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10-18-2023 TRC Agenda Full1 TECHNICAL REVIEW COMMITTEE AGENDA October 18th, 2023 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, October 18, 2023 at 2:00 p.m. to discuss the below items. PLEASE NOTE: This meeting will be conducted remotely via teleconference. Interested parties can contact the Planning and Land Use Department at 910-798-7165 for more information. Item 1: 6800 Carolina Beach Road – Wawa – SITECN-23-000039 Request by Robert Tanner of Impeccable Development (rob@impeccabledevelopment.com) for a Wawa convenience store and fuel station The site is 2.85 acres and went through a conditional rezoning case, Z23-09, to which this portion of the site was zoned Conditional B-2. The engineering firm is Kimley-Horn and the engineer is Alex Rodriguez (alexm.rodriguez@kimley-horn). The planner assigned is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450). Item 2: 6401 Carolina Beach Road – Sheetz – SITECN-23-000040 Request by Steve Stefanovich of Beacon Family Properties, LLC (stevestefanovich@gmail.com) for a Sheetz. The site is 2.68 acres and is zoned B-2. The engineering firm is McKim & Creed, the engineer is Tim Clark (tclark@mckimcreed.com) The Planner assigned is Amy Doss (adoss@nhcgov.com, 910-798- 7571). 6800 Carolina Beach Road – Wawa and Fuel Station – (CZD) B-2 – TRC Review Page | 1 To: Alex Rodriguez (AlexM.Rodriguez@kimley-horn.com) Audrey Warner (Audrey.Warner@kimley-horn.com) Alex Kimbrell (Alex.Kimbrell@kimley-horn.com) From: Zach Dickerson Senior Planner Energov: SITECN-23-000039 Date: October 18th, 2023 Subject: Myrtle Grove Wawa- TRC Review- 6800 Carolina Beach Road The following comments have been received for the October 18th, 2023 TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving plan approval. Planning, Zach Dickerson 910-798-7450 1. Zoning: (CZD) B-2 a. Use: Convenience Store, Fuel Station 2. General Comments: a. Invoice INV-00110605 is available to be paid, this can be done online at www.nhcgov.com/coast or by calling 910-798-7308. b. Please include the conditions from rezoning Z23-09 in the site plan details. These can be just in a notes section. i. An opaque fence shall be provided along the property line adjoining any existing residential development. The fence location may be adjusted by Planning staff to accommodate any utilities, easements, or saved/protected trees. ii. The two (2) specimen trees shown on the concept plan along Carolina Beach Road shall be retained and preserved on site. iii. Existing trees onsite will be preserved that do not impact required land grading or other improvements and future amenities as identified in the required Tree Removal Permit. iv. The southernmost multi-family structure as shown on the concept plan shall be limited to two-stories in height (I know this one doesn’t apply to the Wawa specifically, but since this is all under the same rezoning it should be left on) 6800 Carolina Beach Road – Wawa and Fuel Station – (CZD) B-2 – TRC Review Page | 2 v. Exterior lighting will be designed and installed to maintain adequate lighting levels on the proposed site while assuring that excessive light spillage and glare are not directed at adjacent property, neighboring areas, or motorists. vi. A sidewalk or multi-use path shall be installed along Carolina Beach Road extending from the northern property line to the southern property line with stubs for connection to existing or future pedestrian facilities on adjacent parcels. Pedestrian crossing labeling meeting NCDOT minimum requirements for pedestrian safety shall be installed at both driveway entrances. The pedestrian facility along Carolina Beach Road shall be within a dedicated public access easement. c. Please note the below standards from UDO Section 4.3.4.I.2 for Fuel Sales: i. Fuel sales in all districts where allowed shall comply with the following standards: a. The premises shall not be used for the sale of vehicles. b. Fuel pump canopies shall meet the setbacks of the underlying zoning district, as measured from the outer edge of any supportive structure physically connected to a fuel pump and the ground along a straight line to the nearest point of the property line. c. Setback distances from street rights-of-way may be reduced by one-half. d. Please submit for demolition permits prior to demolition of existing buildings on-site. e. Please confirm on the site plans that the requirement improvements from the TIA are being met. This can be coordinated through NCDOT and the WMPO. 3. Tree Retention: a. For the significant trees planned to be removed on-site, please apply for a Tree Removal Permit. b. Please refer to NHC UDO Section 5.3 for Tree Removal Standards. c. When submitting for the Tree Removal Permit, please include a Tree Inventory Table. You can use the Tree Mitigation Worksheet under the applications tab on our website for this. 4. Landscaping: a. It looks like the landscaping standards may have been taken from another jurisdiction, we don’t have a Section 18 in our UDO. b. The New Hanover County UDO section on landscaping can be found starting on page 25 of the document linked here: https://laserfiche.nhcgov.com/WebLink/DocView.aspx?id=5146403&dbid=0&repo=NHC c. Please note that existing trees onsite can be used towards landscaping requirements for street yard and buffering. d. What is a Type C Bufferyard as indicated on the landscape plan? (This may be coming from another jurisdictions’ language) e. Please note that 15 trees are required to be planted or retained per acre disturbed. Trees retained as part of the tree removal permit process can be credited towards this requirement, but trees required as part of street yard/buffering cannot. 5. Lighting: a. Please note that with the latest update to the UDO, a lighting plan is not required at time of TRC Approval. See below excerpt from Section 5.5.3: i. Information about the exterior lighting for the site that demonstrates compliance with the standards in this section shall be submitted in conjunction with an application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance 6800 Carolina Beach Road – Wawa and Fuel Station – (CZD) B-2 – TRC Review Page | 3 approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first, approved no later than at time of construction plan approval. b. When available, please send over lighting plan for review and approval. 6. Signs: a. Please note that all signs are subject to section 5.6 of the UDO. b. Please submit for sign permits prior to installation. 7. Please provide all NCDOT approvals upon receipt. Please be aware that no building permit will be issued until NCDOT has issued the Driveway Permit approval. Fire Services, Sunnie Batson 910-798-7464 1. Please see attached appendix from NHC Fire. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please submit for permits as the design is completed. 2. Please contact the State for the stormwater permit modification requirements. 3. The provided Storm water report doesn’t indicate the conveyance system to the wetland SCM. This SCM and conveyance system must be permitted prior to Engineering approving building permits for the commercial development. Environmental Health, Dustin Fenske 910-798-7324 1. Plans indicate connection to both public water and sewer. 2. Old septic systems for 6824, 6828, 6814, 6808 and 6800 Carolina Beach Rd. must be properly abandoned by pumping, crushing and filling the septic tank. Proposed infrastructure such as the retention pond must maintain 50 feet of separation with normal pool elevation from septic systems (tanks and drain field) within the Mobile Home Park at 6748 Carolina Beach Rd. All other setbacks to surrounding septic systems appear to be met for septic systems. 3. Existing wells for 6824, 6828, 6814, 6808 and 6800 Carolina Beach Rd. must be located, protected during demolition and properly abandoned by a certified well driller. Please note that some of these well heads may be below grade. 4. Proposed sewer force mains must maintain setbacks from existing wells at 6834, 6838 and 6840 Carolina Beach Rd. (50’ from force mains and 100’ from manholes). 5. UST’s must maintain 100’ separation from existing wells at 6834 and 6844 Carolina Beach Rd. All other setbacks to surrounding wells appear to be met. Planning (Addressing), Katherine May 910-798-7443 1. No comments. Current address is acceptable. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water available via a mainline extension; There is no CFPUA sewer available. 4. CFPUA Meter Sizing Form will be required. 5. Project currently in CFPUA Plan Review. 6800 Carolina Beach Road – Wawa and Fuel Station – (CZD) B-2 – TRC Review Page | 4 NCDOT, Nick Drees 910-398-9100 1. Please see attached appendix from NCDOT. WMPO, Jamar Johnson 910-343-3915 1. Please see attached appendix from the WMPO. Army Corps of Engineers, Brad Shaver 910-251-4611 1. This site has an existing jurisdictional determination with wetlands existing in the NW corner. Based on the plans provided it appears the developer is avoiding that area and Corps permitting would not be expected. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County TRC Plan Review - 2018 NC Fire Code Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26 Required for Plan Review Submittal • The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Fire Marshal’s Office. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. • Any building with a generator or aboveground storage tank (AST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 showing all applicable distances as required from those specific requirements. • Any plan involving an underground storage tank (UST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements. This plan shall also show all vent lines. • Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. This report shall be submitted by a P.E. and include the stamp of the submitting individual on the report. Accessibility • All new structures must comply with Appendix J of the NC Fire Code, Building Information Signs. An example can be provided upon request. • 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. Fire New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County 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). • Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). • Fire apparatus access roads that access commercial buildings greater than 30 feet in height are to be a minimum of 26 feet wide, be capable of handling the weight of aerial fire apparatus (100,000 lbs.) and be passable in all weather conditions. • 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) • Fire apparatus access roads shall provide access to within 150 feet of each side of the first-floor exterior walls unless the building is equipped throughout with an approved automatic sprinkler system then the distance increases to 200 feet (Chapter 5). If these options are not selected, please contact the fire code official and fire department for guidance. • A secondary fire apparatus access road may be required based on the size of the project 62,000 sqft, or 3 stories or 30ft in height) or if an impairment of a single fire apparatus access road would limit access under emergency conditions. Secondary access may also be required to facilitate evacuation during a natural or man-made disaster Chapter 5 and Appendix D). • 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). • Fire lanes shall be a minimum of 18 feet wide and 14 feet vertical clearance feet including trees, canopies, bridges, etc. and must be marked. • Key Boxes (KNOX Boxes) o Required if structure is required to have a fire alarm system or automatic sprinkler system. o Knox Box required at/adjacent to the front (main) entrance, at an elevation of 5 ft, +/- 6 in. A KNOX box(es) is(are) required at the exterior access nearest the fire sprinkler New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County riser(s). Larger facilities may require additional key boxes. All key box locations must be shown on the building plans. All key boxes are required to be installed prior to final inspection. o The customer may order online from Knox. • Premises identification is required. Address and or unit numbers are required on the street side as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6 inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. • Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire detection/protection equipment must be identified with signage (Chapter 5). • Generator and solar installations shall be in accordance with Chapter 6. Water Supply (Chapter 5 and Appendix C) • If a water supply is required for fire protection a fire hydrant system or other means approved by the fire code official must be present prior to beginning construction and be maintained operable during the construction period. (For construction, fire dept. water shuttle counts as long there is a fill site within range) • An engineered fire low calculation indicating the available fire flow shall be submitted to the Fire Marshal’s Office during plans review. • If an approved water supply capable of supplying the required fire flow for fire protection is available, fire hydrants shall be provided. • If the approved water supply is not capable of supplying the required fire flow for fire protection a private system shall be engineered to meet the required fire flow for both automatic sprinkler systems and fire hydrants. • Fire Hydrants o All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County Further information on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. o All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. o Fire hydrants in general residential areas shall be installed so that all insured properties are within 500 feet of a hydrant (hydrant spacing approximately 1000 feet apart along a fire apparatus access road, installed at intersections where possible). The first fire hydrant should be installed at or near the entrance to the residential area. o Fire hydrants in mixed use and commercial areas shall be installed so that all insured properties are within 250 feet of a hydrant (hydrant spacing approximately 500 feet apart along fire apparatus access roads and preferably located at intersections when possible). o Additional fire hydrants may be required by the fire code official based on the type of hazard or use of the protected structure. (Appendix C) o Fire hydrants should be located 50 feet or more from the structure they protect. Required Hydrant Location: New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • Fire Department Connections (FDC) o Fire Department connections shall utilize 5-inch Storz connections with a 30 degree down angle. Remote FDC’s are discouraged. o A fire hydrant shall be located no less than 50 feet from the structure and no greater than 100 feet from the fire department connection. For buildings with multiple fire department connections, each one shall have a dedicated fire hydrant. o The fire department connection shall be located so that the fire apparatus and the hoses connecting it to the fire hydrant and to the fire department connection do not obstruct access to the buildings for other fire apparatus. o Fire department connections shall not be obstructed by fences, bushes, dumpsters, utilities or vehicles. o Fire department connections are to be unobstructed with 36 inches clearance to both sides and 78 inches vertically. o An audible/visual device indicating water flow or fire alarm activation shall be located above the fire department connection. o The fire department connection shall be labeled with code compliant signage indicating the type of connection and where more than one fire department connection exists additional signage is required to indicate the area protected. Demolition o All demolition work must comply with Chapter 33. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: September 29, 2023 Subject: 6800 Carolina Beach Road, WAWA ________________________________________________________________________ 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. Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (attached) for submittal requirements (Documents, details, and plans). A NCDOT Encroachment Agreement is required for any utility connections or installations within NCDOT right-of-way. x Any sidewalk or multiuse path will require an encroachment agreement as well. Roadway and Signal Improvements are required per the approved TIA. x A signal agreement is required, this agreement will need to be executed prior to approving the driveway permit. x Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. o Figure 8-10 Recommended Treatment for Turn Lanes (attached). x Refer to the NCDOT checklist (attached), section 6 for the plan requirements associated with roadway improvements. Show/Label the 10’ X 70’ NCDOT sight triangles. No obstructions shall be placed within the NCDOT sight triangles. Show/Label the appropriate sight distances. No obstructions shall be placed within the stopping site distance. Label the radius for the driveway connections. x The ingress radius at site access A potentially could be increased for better turning movements for larger vehicles. March 29, 2023 Mr. Chase Smith, PE Ramey Kemp & Associates 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 RE: Approval with conditions letter for the Traffic Impact Analysis (TIA) associated with the proposed 6800 Carolina Beach Road development in New Hanover County, NC. Dear Mr. Smith, The WMPO, NCDOT and New Hanover County staffs have reviewed the 6800 Carolina Beach Road TIA (sealed March 01, 2023) and based on the information provided and conversations held to date, it is our understanding that the proposed development has a build out year of 2024 and will consist of: ITE Land Use Code 220 Multi-family (low-rise) residential – 128 DU ITE Land Use Code 945 Convenience Store w/ Gas Station (6KSF) – 16 VFP The following improvements are required of the developer: US 421 (Carolina Beach Road) and SR 1492 (Myrtle Grove Road)/Site Access A (Signalized intersection) x Extend the existing northbound U-turn/left turn lane on US 421 to provide 200 feet of storage, appropriate full width deceleration, and appropriate taper. x Construct a southbound right turn lane on US 421 with 100 feet of storage, appropriate full width deceleration, and taper. x Restripe westbound “left turn only” lane on US 421 to a combined left/thru lane. x Construct the site access (eastbound approach) with an internal protected stem of 200 feet, measured from the right-of-way line, that provides one ingress lane and two egress lanes configured as an exclusive left turn lane and a shared thru-right lane x Provide a four (4)-section flashing yellow arrow signal head to the northbound U-turn/left turn lane. x Modify the signal plan to accommodate above improvements. US 421 (Carolina Beach Rd) and Crossover north of SR 1492 (Myrtle Grove Rd) (Unsignalized crossover) x No improvements are required. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NC NE W H A N O V E R C O U N T Y Know what's R ©202 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 NORT H CAROLIN A A L EXC.K IM BRELLENGINEER PROFESSION ALSEAL053550 UTILITY AND GOVERNING AGENCIESCONTACT LIST: KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENT'S DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFOREKIMLEY-HORN HAS ISSUED FINAL, FULLY-APPROVED PLANS ANDSPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS OBTAINED. SITE LOCATION MAP Scale 1" = 500' HORIZONTAL DATUM:NAD 83 (2011) VERTICAL DATUM:NAVD 88 DRAWING UNITS:U.S. SURVEY FEET GEOMETRICCONTROL CO V E R S H E E T C001 09 / 1 2 / 2 0 2 3 Myrtle G r o v e R d Car o l i n a B e a c h R d Chimney Ln Summertree Ln Southern Charm D r Hill Valley Walk Sou t h e r n E x p r e s s Cupola Dr Car o l i n a B e a c h R d Tidalwalk D r SITE TA C AM R AC K PROJECT OWNER AND CONSULTANT INFORMATION DEVELOPER: IMPECCABLE DEVELOPMENT621 NW 53RD STREETSUITE #320BOCA RATON, FLORIDA 33487PHONE (717) 891 5168 CONTACT: ROB TANNERDAN HERNANDEZ CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC.200 SOUTH TRYON STREETSUITE 200CHARLOTTE, NORTH CAROLINA 28202PHONE (980) 296 0813 CONTACT: ALEX KIMBRELL, P.E. SURVEYOR: SPARTINA SURVEYING802 MAIN STREETCONWAY, SOUTH CAROLINA 29526PHONE (843) 340 0285 CONTACT: F. WILLIAM FAIREY, IV ENVIRONMENTAL: ECS SOUTHEAST, LLP1812 CENTER PARK DRIVE #DCHARLOTTE, NORTH CAROLINA 28217PHONE (919) 861 9910 CONTACT: MICHELLE SAVAGE-MEASDAY, PWS ZONING DEPARTMENT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(704) 436-9316 DEPARTMENT OF TRANSPORTATION EROSION CONTROL PLANNING DEPARTMENT FIRE MARSHAL SANITARY SEWER COMPANY WATER COMPANY CAPE FEAR PUBLIC UTILITY AUTHORITYKATHY WILLIS2310 N. 23RD STWILMINGTON, NC 28401(910) 332-6738 POWER COMPANY COUNTY ENGINEER TELECOMMUNICATIONS GAS COMPANY AQUACHARLES "RUFFIN" POOLE202 MACKENAN COURTCARY, NC 27511(919) 653-6967 DAVID STONE230 GOVERNMENT CENTER DRIVE, SUITE 130WILMINGTON NC, 28405DSTONE@NHCGOV.COM(910) 798-7458 NEW HANOVER COUNTY ENGINEERINGBETH WETHERILLSUITE 110 230 GOVERNMENT CENTER DRIVEWILMINGTON, NC 28403(910) 798-7465 DUKE ENERGY PROGRESSEMAIL: CAROLINASNEWCONSTRUCTION@DUKE-ENERGY.COM(800) 636-0581 NEW HANOVER COUNTY ENGINEERINGGALEN JAMISON230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403(919) 798-7072 PIEDMONT NATURAL GASPO BOX 1246CHARLOTTE, NC 28201(800) 752-7504 SPECTRUM115 HINTON AVE STE 6WILMINGTON, NC 28403(432) 219 2624 NEW HANOVER COUNTY ZONING COMPLIANCECHRISTINE BOUFFARD230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403(910) 798-7074 NEW HANOVER COUNTY PLANNING & LAND USEROBERT FARRELL230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403(910) 798-7465 GEOTECHNICAL ENGINEER: ECS LIMITED6714 NETHERLANDS DRIVEWILMINGTON, NORTH CAROLINA 28405PHONE (910) 686 9114 CONTACT: WINSLOW GOINS, P.E. 09/12/2023 NEW HANOVER COUNTY, NORTH CAROLINA 28412 SITE CONSTRUCTION PLANS FOR WAWA - WAWA - CAROLINA BEACH & MYRTLE GROVE ROAD #6130 THIS PLAN SET IS TO BE RELEASED FOR THE PURPOSE OF PERMIT UNDER THE AUTHORITY OF ALEX C.KIMBRELL, P.E. 053550 ON 09/12/2023. IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. WAWA SITE DEVELOPMENT SUMMARY:SITE DEVELOPMENT SUMMARY: Sheet List Table Sheet Number Sheet Title C001 COVER SHEET C002 GENERAL NOTES C003 UTILITY NOTES C004 EROSION AND SEDIMENT CONTROL PLANNOTES C101 EXISTING CONDITIONS C102 EXISTING CONDITIONS C103 EXISTING CONDITIONS C104 DEMOLITION PLAN C201 EROSION CONTROL PLAN PHASE 1 C202 EROSION CONTROL PLAN PHASE 2 C301 SITE PLAN C302 TRUCK TURN PLAN C303 REFUSAL TRUCK TURN PLAN C304 EASEMENT PLAN C401 GRADING AND DRAINAGE PLAN C402 ADA COMPLIANCE PLAN C403 STORM PROFILES C404 STORM PROFILES C405 INLET AREA MAP C501 UTILITY PLAN C601 SEWER PROFILES C901 NCG01 STANDARDS C902 EROSION CONTROL DETAILS C903 EROSION CONTROL DETAILS C904 SITE CONSRUCTION DETAILS C905 SITE CONSTRUCTION DETAILS C906 SITE CONSTRUCTION DETAILS C907 STORM CONSTRUCTION DETAILS C908 UTILITY CONSTRUCTION DETAILS C909 WAWA CONSTRUCTION DETAILS C910 WAWA CONSTRUCTION DETAILS C911 WAWA CONSTRUCTION DETAILS C912 DIVISION OF WORK C913 DIVISION OF WORK L100 LANDSCAPE PLAN L150 LANDSCAPE DETAILS L151 LANDSCAPE NOTES A L EEXXXXXXXXXXCCCCCCC.K IM BRRRRRRRRRRRRRRRREEEEEEEEEEEEEEEEEEELENNNNGINNNNNNNNNNNNNNNNEEEEEEEEEEEEEEER 2023.09.12 17:57:17-04'00' PROPOSED PROPERTY LEGEND PROPOSED IMPROVEMENTS LEGEND PROPOSED PAVEMENT SECTIONS SITE DATA TABLE COMMERCIAL2.07LAND USETOTAL SITE AREA DEVELOPMENT DATA: ZONING DATA: ZONING DISTRICT:NEIGHBORHOOD BUSINESS (B-1) 3720313200KFEMA FLOOD PANEL LORDS CREEKWATERSHED: NONEMIN. LOT SIZE:MAX. HEIGHT: 35 FT SETBACKS:FRONT SETBACK 25 FTSIDE (R/W) SETBACK 25 FT SIDE SETBACK RESIDENTIAL 25 FTREAR SETBACK 30 PARKINGPARKING PROVIDED: 50 STANDARD PARKING: 482ADA PARKING / VAN: PARKING REQUIRED: 16STANDARD PARKING: 151ADA PARKING / VAN: BUILDING / STRUCTURE ADA PEDESTRIAN CROSSWALK PAINTED ISLANDS (~2' O.C. @ 45°) PROPERTY BOUNDARYPr-ROW TRAFFIC ARROWS SIGNS - MONUMENT / PYLON SIGNS - SINGLE / DOUBLE SITE LIGHTING BOLLARD / WHEEL STOP RIGHT-OF-WAY STANDARD DUTY ASPHALT PAVEMENT : STANDARD DUTY CONCRETE PAVEMENT : HEAVY DUTY ASPHALT PAVEMENT : HEAVY DUTY CONCRETE PAVEMENT : P1 P2 P3 P4 CONCRETE SIDEWALK :P5 STOP BAR, "STOP" MARKING & SIGN EXISTING PROPERTY LINE PROPOSED BUILDING SETBACK PROPOSED LANDSCAPE BUFFER PROPOSED LIMITS OF DISTURBANCE BEARING DIST. BSL LSB LOD LOD EXISTING RIGHT-OF-WAYEx-ROW PROPOSED OFFSITE IMPROVEMENTS PROPOSED CROSS-ACCESS EASEMENT DE PROPOSED STORM DRAIN EASEMENT PROPOSED 24" STANDARD CURB ANDGUTTER BUFFER YARDS FRONT BUFFER YARD 18 FTSIDE YARD RESIDENTIAL12.5 FT W/ 6 FT FENCE REAR YARD 12.5 FT W/ 6FT FENCE SITE DEVELOPMENT PLAN NOTES 1. ALL CURB RADII ARE 2.0' UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW SOLID LINE AT 2'-0" O.C, 45DEGREES TO THE DRIVE AISLE. 4. TWO COATS YELLOW TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPINGEXCEPT TWO COATS BLUE TRAFFIC PAINT SHALL BE USED FOR ACCESSIBLE PARKING AREA (18"LETTERS, 2" PAINT STROKE). 5. PROPOSED CONCRETE PADS TO HAVE 2 FT X 2 FT CHAMFERED CORNERS. 6. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON PAVEMENT STRIPINGUNLESS OTHERWISE NOTED. 7. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY 2'-0" FROM THEEDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITHNEW PRODUCTS. 8. THE WORDS "FIRE LANE" SHALL BE MARKED ON THE PAVEMENT IN WHITE LETTERS AT LEAST 10INCHES TALL. 9. REFER TO SHEETS C909 - C910 FOR WAWA STANDARD DETAILS SEE SHEETS C903 - C904 FORSITE CONSTRUCTION DETAILS. PROPOSED 6' WHITEVINYL FENCE UE UE PROPOSED UTILITY EASEMENT C COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BSLBSLBSLBSLBSLBSLBSL BSL BSL BSL BSL LSB LSB LSB LSB LSB LSB LSB LSB LSB LS B LS B LS B LS B LSBLSBLSBLSBLSBLSBLSB LSB LSB LSB LSB 11 9 9 8 VAN UE UE UE UE UEUEUE M 8 5 DE DE DEDEDEDEDE DE DE DE DE DE DE DE DE CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 28' 28' 24' 12' 8' 20'TYP.10'TYP. 8' 20'TYP. 10'TYP. 20'TYP. 10'TYP. 35'55'35' 28' 30' 14' 34' 10'TYP.20'TYP.30' 30' R15' R10' R25' R15' R5' 1.95' 11' 11.5' 11' 10' R80' 36.67' 6.5' R10'R10' 11' 8' 30' R4.99' 5'TYP. P5 R15'R15' P5 P4 P4P3 P3 P1P1 P1 P4 P3 P3 P5 P3 P5 P1 R15' 30' R3'R3'R3' LOADING ZONESEE NOTE 3 BUILDING ACCESS DOOR(SEE ARCH. PLANS) AIR STATION WITH4'X3' CONCRETEPAD W/ BOLLARDS.AIR PARKING ONLYSIGN. SEE DETAILSHEET C908 MOUNTABLE CURB W/STAMPED CONCRETE(TYP.) SEE DETAILSHEET C908 4" YELLOW PAINT(TYP.) DUMPSTER ENCLOSURESEE ARCH/BUILDINGPLANS FOR DETAILS. 30' PROPOSED CROSSACCESS EASEMENT FUEL DISPENSER (TYP.)(SEE ARCH PLANS) ADA STRIPING & SIGNAGE(TYP.) SEE DETAIL ONSHEET C908 AND C909 FUEL CANOPY(SEE ARCH PLANS) 6' PYLON SIGN(SEE SIGNAGE PLANS) SITE DIRECTIONALSIGNAGE(SEE SIGNAGE PLANS) REFER TO ROADWAYPLANS IN 6800 CAROLINABEACH ROADWAYPACKAGE FOR PROPOSEDNCDOT IMPROVEMENTS REFER TO ROADWAYPLANS IN 6800 CAROLINABEACH ROADWAYPACKAGE FOR PROPOSEDNCDOT IMPROVEMENTS PROPOSED 24"CURB & GUTTERSEE DETAILSHEET C905 24" WIDE WHITE STOP BAR (2) 22,000 GAL. & 20,000GAL. UNDERGROUNDSTORAGE TANKS (SEEFUEL PLANS) 8'x6' CONCRETEPAD W/ 2 BOLLARDS(SEE FUEL PLANS) FUEL CANOPY(SEE ARCH PLANS) PROPOSED POLEMOUNTED CT CABINET(SEE UTILITY PLANSHEET C501). SITEBOLLARDS INSTALLEDPER PLAN. 5' PROPOSEDSIDEWALK PROPOSED FULLACCESS 8' MULTI-USE PATH. REFER TOROADWAY DESIGN PLANS FORDETAILED INFORMATION PROPOSEDRIGHT-IN/RIGHT-OUTACCESS PROPOSED 8' ADAPEDESTRIAN CROSSWALK CONCRETE BOLLARD(TYP.) SEE DETAILSHEET C909 PROPOSED 5'ADA CROSSWALK REMOTE E-STOPWITH BOLLARDS(SEE ARCH PLANS) CHAIN LINK FENCE FOR SITESCREENING. REFER TOSHEET C910 FOR DETAILS PROPOSED 24" CURBAND GUTTER (TYP.)SEE DETAIL SHEETC905 EMERGENCY EXIT(SEE ARCH PLANS) PROPOSED 8' ADAPEDESTRIAN CROSSWALK 8' 8' P3 PROPOSED 24"CURB & GUTTERSEE DETAILSHEET C904 HANDICAP RAMP HANDICAP RAMP HANDICAP RAMP HANDICAP RAMP HANDICAP RAMP FOUNDATION PLANTERSEE SHEET L100 FOUNDATION PLANTERSEE SHEET L100 FOUNDATION PLANTERSEE SHEET L100 6' WHITE VINYLFENCE TO BEINSTALLED BYDEVELOPER. SEEDETAIL SHEET C910 N87°30'39"W 232.34' N2 ° 2 8 ' 1 9 " E 2 2 0 . 8 1 ' S89°56'09"E 61.58' S72°30'14" E 130.76' S1 1 ° 0 5 ' 4 0 " E 14 4 . 4 1 ' S89°56'09"E 309.02' S89°21'16"E 207.01' PROPOSEDSTOP SIGN 10' 5' APPROX. LOCATION OFE-STOPS (SEE ARCH PLANS) 10' SIDEWALK TERMINATION SIDEWALKTERMINATION SIDEWALK TERMINATION HANDICAP RAMP 2' CURB TAPER TOFLUSH CURB R3' R3' STORM STRUCTURE(TYP.) 2' CURB TAPER TOFLUSH CURB PROPOSED STORMWATERMAINTENANCE EASEMENT INSIDE EDGEOF PAVEMENT. MINIMUM 20' WIDTH. SEECONTINUATION IN THE CAROLINA BEACHENABLING PROJECT. PROPOSED 24"CURB & GUTTERSEE DETAILSHEET C905 PROPOSED 24"CURB & GUTTERSEE DETAILSHEET C905 C COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM BSL BSL BSL BSLBSLBBBSL BSBS L BSBSBS BS L BS L BSLBSLBSLBSLBSLBSLBSL BSL BSL LBSL LSB LSB LSB LSB LS B LS B LSB LSB 1111 99 99 88 VAN 88 LSB LSB LSBLSBLSBLSBLSBLSB LSBUE BSL B B LSB LS B L B BBSLB BSL LSB BS L BS BSL LS B L BSL B SLBSLL B B LSB LSB LSB L B B LS 555555 DDDDDDDDDEDEDEEDEEDEDEDE DSLSBSLSLSLSLBSLSLSLDEDEDDDEBSBBSBBBSBSBSBBBSEEEEE DEDEDEDEDEDEEDEDEDEDEDEEEEEEEDEDEDDEDEDEDDDDEDEEDEDEDEDEDEEEEEEEDEEDEDDEDEDEDEE DE DEEEDEDEDEEE DEDEDEDE DEDDEDEDDDDEDDDD EEDEDEEEEEEDEDDDEDDDEDDEDDE DEEDEDEDEDEDEEEDEDDDDDEDEDEDDD DEDEDEEEDEEDEDDDDD COCOCOCOCOCOCOCOCOOCOOCOOCOOCOOCOOCOOCOOCOOCOOCOOCOO COCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOC COCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOC COCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOC COCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOC COCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO OOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOC COCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOC COCOCOCOCOCOCOCOCOCOCOOCOCOCOCOCOCOCOCOO COCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO 28'28' 28'28' 24'24' 12'12' 8'8' 20'0TYP.TY 10'0TYP.TY 8'8' 20'0TYP.TY 10'0TYP.TY 20'0TYP.TY 10'0TYP.TY 35'35'55'55 35'35' 28'28' 30'30' 14'14' 34'34' 10'0TYP.TY20'0TYP.TY30'30' 30'30' R15'R15 R10'R10 R25'R25 R15'R15 R5'R5 1.95'1.95 11'11' 11.5'11.5 11'11' 10'10' R80'R80 67'67 6.5'6.5 R10'R10 R10'R10 11'11' 8'8' 30'30' R4.99'R4.99 5'TYP.TY P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5 R15'R15 R15'R15 P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5 P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4 P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3 P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3 P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1 P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1 P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3 P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3 P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5 P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3 P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5P5 P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1 R15'R15 30'30' R3'R3R3'R3'R3'R3' LOADING ZONEZONESEE NOTE 3EE NO AIR STATION WITHWIITHITHTHTHHTH4'X3' CONCRETEETEPAD W/ BOLLARDS.OLLAIR PARKING ONLYRKSIGN. SEE DETAILN. SHEET C908SH MOUNTABLE CURB W/B W/STAMPED CONCRETEONC(TYP.) SEE DETAILSEESHEET C908SHEE YELLOWPAINTPAINTYP.)TYP.) RENCLOSUREOSURE/BUILDING/BUR DETAILS. 30' PROPOSED CROSSD CROSACCESS EASEMENTCCESS FUEL DISPEENSER (TYP.)SER (TYP(SEE ARCH PLANS)EE ARCH ADA STTRIPING & SIGNAGEGNAG(TYP.) SSEE DETAIL ONE DETASHEET C908 AND C909HEET FUEL CANOPYPY(SEE ARCH PLANS)SEE ARC 6' PYLON SIGNN(SEE SIGN((S((((S AGE PLANS)EE SIGN ANS) PROPOSED 24"24"CURB & GUTTERGUTSEE DETAILSESHEET C90SHEETSSSHEETSHEETEEE5 (2) 22,000 GAL. & 20,00020,000GAL. UNDERGROUNDGROUSTORAGE TANKS (SEEAGE TFUEL PLANS)UEL 8'x6' CONCRETEEPAD W/ 2 BOLLARDS BOL(SEE FUEL PLANS)SEE F FUEL CANOPYPY(SEE AAARCH PLANS)SEE AAARC PROPOSED FULLULLACCESSCCESS CONCRETE BOLLARDLARD(TYP.) SEE DETAILSEE DESHEET C909HEET PROPOSED 5'D 5ADA CROSSWALKDA CR REMOTE E-STOPOPWITH BOLLARDSLLAR(SEE ARCH PLANS)SEE A PROPOSED 24" CURBURBAND GUTTER (TYP.)ER (TSEE DETAIL SHEETTA EMERGENCCCY EXITY EXIT(SEE ARCH PLANS)EE ARC ROPOSED 8' PREDESTRIAN CDESTRIAPE 8'8' P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3P3 ROPOSED 24"24"RB & GUTTERGUTSEE DETAILSESHEET C904 HANDICAP RAMPNDICAP RA HANDICAP RAMNDICAP RA HANDICAP RANDICAP RA HANDICAP RAMPNDICAP RA FOUNDDDATION PLANTERPLANTESEE SHHHEETL100E SHHHEE FOUNDATIONN PLANTERPLANTESEE SHEETLL100E SHEE FOUNDATION PLANTERPLANTESEE SHEET L100E SHEE N2 ° 2 8 ' 1 9 " E 22 0.81' S89°56''9°5S89°56S89°56'8 09"E"09"E09"E09"E66S09ES89 5 6 09 E 89 5 6 09 E 9°589°55 9"""9"S89 5 6 09 E SSSSS EES8989SS88S8956'56'6''5609009EES8SSSSSSSS 61 5 561 5 8 861.58'1 86161.5861 5 8 61515161.5858'86658'558858' S72°30'S72°3S72°30S72°30'S772°30214"E14"E14"E14"E1414"E44"E S E 72233001144EE S E4S72°30114 E S72°301414"E S72°30S72°3S72°30S72°30°3030 "E""E""EEE14"E S72°30''141114112°222°S72°S72°S72°S72°S72722 14"114"14144EE300'0'0'0'11100'0'0'0'00'011110'10'10'10'0''110'000'00111013010101000100300300001111 130.76'130 7 6 ' 130 7 6 130 7 6 ' 30 7 6 ' 3030076'07676071130130.76'130.76'07007130.76'13031301313133303076'77766 S1 1 ° 0 5 ' 40 " E 540 E 14 4 . 4 14 4 . 4 1 ' PROPOSEDOSEDSTOP SIGNSTOP 10'10' 5'5' APPROX. LLLOOCATION OOOOFON OFE-STOPS (SEEE ARCH E PLANS)STOPS (SE 10'10' TERMINATIONERM TERMINATIONERMINAT ICAP RAMPICAP RA R3'R3 R3'R3R3 2' CURB TAPER TOPER TFLUSH CURBLUSH C PROPOSED 24"24CURB & GUTTERGUTSEE DETAILSESHEET C905 CURB & GUTTERGUTSEE DETAILSESHEET C905 COMCOM COMCOM COMCOM CCCOCAAMC CRR COMCOMMMOMM COMCOM COMCOM COMCOM COAAOMCOCAAAAMM COMPRPRCCRRRR MMCOMCOMOMMMMMMMMMMMMMMMMCOCOCOCOCOCOCOOMOMMM COMCOM COMCOM COMCOM COMCOM COMCOMCOCOM MMCOMCOMM COMCOMCOOOMCO COMCOM COMCOM COMCOM COMCOM MMOMOMCOMCOMCCCCOM MMOMOMMCOMCOMMOMCMMMMCOMCOCOMCOCOCOCOMMOO COMCOMCOMCOMCOMCOMCOMCOMCOM COMCOM COMCOM COMCOM COMCOM COMCOMCCCCCO MMCOMCOOMOOMCOMMMMMMMMMMMOMOMOOOMOOCOCOCOCOCOCOCOMOMOM COMCOM COMCOMCOMOMCOMOMOM ((T4(T4"" LSBL DEDEDEDEDEDEDDDDDD DEEEEDEDEDEEDEEEDDDDDD SITE DIRECTIONALALSIGNAGE(SEE SIGNAGE PLANSEE S 24" WIDE WHITE STOP BARDE WHITE STO S89 2 1 16 E 207.0 BSL W ITS WW L REAGEE E E SS ON NA P B D PL SLL S) P POOPP R GN SL EEEEHA CAA AM L 30 30 OPCEE °59°9° EEEDAS 9"9"999"9" OSEN 1161611 B 0 5' DEDEDEDEDE W H PORB DEDEDEDEDE D 2UTUTE SH 7272222 RAIC '10'0''0'00000''00000 E EEEEEE 03030300 6''''666'DEDDDE BSBS 2 WID DEDDD E DIG(S HIH CTGESII STOT NA AG A LAN BROSSESP S E 155 SB ND P P DEEEEEE P 0 ' PAC SSSSSSS POSSS 5656666 DDDD CSE EEEEE B SSNT 55555 DDDD LS R EEEEE BS WII BSSSBSSSBSSDEDE PRC OS&S S 244TTDEEE 2°°2°3°°°° L90 1414444 DDDEDD L 70770070 BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BSLBSLBSLBSLBSLBSLBSL BSL BSL BSL BSL LSB LSB LSB LSB LSB LSB LSB LSB LSB LS B LS B LS B LS B LSBLSBLSBLSBLSBLSBLSB LSB LSB LSB LSB 11 OOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO CCCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO BUILDING ACCESS DOORSS DOO(SEE ARCH. PLANS)EE ARCH 9 9 8 VAN UE YE4" U Y4TYP(T EE (T U UEU EEE TT" T UE UE UE UE UEUEUE M 8 101 36.636.6P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4P4 BSLBSLSBSLBSLBSLB 5 DE DE DEDEDEDEDE DE DE DE DE DE DE DE DE CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 28' 28' 24' 12' 8' 20'TYP.10'TYP. 8' 20'TYP. 10'TYP. 20'TYP. 10'TYP. 35'55'35' 28' 30' 14' 34' 10'TYP.20'TYP.30' 30' R15' R10' R25' R15' R5' 1.95' 11' 11.5' 11' 10' R80' 36.67' 6.5' R10'R10' 11' 8' 30' R4.99' 5'TYP. P5 R15'R15' P5 P4 P4P3 P3 P1P1 P1 P4 P3 P3 P5 P3 P5 P1 R15' 30' R3'R3'R3' LOADING ZONESEE NOTE 3 BUILDING ACCESS DOOR(SEE ARCH. PLANS) AIR STATION WITH4'X3' CONCRETEPAD W/ BOLLARDS.AIR PARKING ONLYSIGN. SEE DETAILSHEET C908 MOUNTABLE CURB W/STAMPED CONCRETE(TYP.) SEE DETAILSHEET C908 4" YELLOW PAINT(TYP.) DUMPSTER ENCLOSURESEE ARCH/BUILDINGPLANS FOR DETAILS. 30' PROPOSED CROSSACCESS EASEMENT FUEL DISPENSER (TYP.)(SEE ARCH PLANS) ADA STRIPING & SIGNAGE(TYP.) SEE DETAIL ONSHEET C908 AND C909 FUEL CANOPY(SEE ARCH PLANS) 6' PYLON SIGN(SEE SIGNAGE PLANS) SITE DIRECTIONALSIGNAGE(SEE SIGNAGE PLANS) REFER TO ROADWAYPLANS IN 6800 CAROLINABEACH ROADWAYPACKAGE FOR PROPOSEDNCDOT IMPROVEMENTS REFER TO ROADWAYPLANS IN 6800 CAROLINABEACH ROADWAYPACKAGE FOR PROPOSEDNCDOT IMPROVEMENTS PROPOSED 24"CURB & GUTTERSEE DETAILSHEET C905 24" WIDE WHITE STOP BAR (2) 22,000 GAL. & 20,000GAL. UNDERGROUNDSTORAGE TANKS (SEEFUEL PLANS) 8'x6' CONCRETEPAD W/ 2 BOLLARDS(SEE FUEL PLANS) FUEL CANOPY(SEE ARCH PLANS) PROPOSED POLEMOUNTED CT CABINET(SEE UTILITY PLANSHEET C501). SITEBOLLARDS INSTALLEDPER PLAN. 5' PROPOSEDSIDEWALK PROPOSED FULLACCESS 8' MULTI-USE PATH. REFER TOROADWAY DESIGN PLANS FORDETAILED INFORMATION PROPOSEDRIGHT-IN/RIGHT-OUTACCESS PROPOSED 8' ADAPEDESTRIAN CROSSWALK CONCRETE BOLLARD(TYP.) SEE DETAILSHEET C909 PROPOSED 5'ADA CROSSWALK REMOTE E-STOPWITH BOLLARDS(SEE ARCH PLANS) CHAIN LINK FENCE FOR SITESCREENING. REFER TOSHEET C910 FOR DETAILS PROPOSED 24" CURBAND GUTTER (TYP.)SEE DETAIL SHEETC905 EMERGENCY EXIT(SEE ARCH PLANS) PROPOSED 8' ADAPEDESTRIAN CROSSWALK 8' 8' P3 PROPOSED 24"CURB & GUTTERSEE DETAILSHEET C904 HANDICAP RAMP HANDICAP RAMP HANDICAP RAMP HANDICAP RAMP HANDICAP RAMP FOUNDATION PLANTERSEE SHEET L100 FOUNDATION PLANTERSEE SHEET L100 FOUNDATION PLANTERSEE SHEET L100 6' WHITE VINYLFENCE TO BEINSTALLED BYDEVELOPER. SEEDETAIL SHEET C910 N87°30'39"W 232.34' N2 ° 2 8 ' 1 9 " E 2 2 0 . 8 1 ' S89°56'09"E 61.58' S72°30'14" E 130.76' S1 1 ° 0 5 ' 4 0 " E 14 4 . 4 1 ' S89°56'09"E 309.02' S89°21'16"E 207.01' PROPOSEDSTOP SIGN 10' 5' APPROX. LOCATION OFE-STOPS (SEE ARCH PLANS) 10' SIDEWALK TERMINATION SIDEWALKTERMINATION SIDEWALK TERMINATION HANDICAP RAMP 2' CURB TAPER TOFLUSH CURB R3' R3' STORM STRUCTURE(TYP.) 2' CURB TAPER TOFLUSH CURB PROPOSED STORMWATERMAINTENANCE EASEMENT INSIDE EDGEOF PAVEMENT. MINIMUM 20' WIDTH. SEECONTINUATION IN THE CAROLINA BEACHENABLING PROJECT. PROPOSED 24"CURB & GUTTERSEE DETAILSHEET C905 PROPOSED 24"CURB & GUTTERSEE DETAILSHEET C905 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NC NE W H A N O V E R C O U N T Y Know what's R ©202 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 NORT H CAROLIN A A L EXC.K IM BRELLENGINEER PROFESSION ALSEAL053550 SI T E P L A N C301 09 / 1 2 / 2 0 2 3 AC K TW M RT L NORTH A L EXXXXXXXXCCCCCCC.K IM BBRRRRRRRRRRRRRRRREEEEEEEEEEEEEELENNGIINNNNNNNNNNNNNNEEEEEEEEEEER 2023.09.12 18:01:10-04'00' COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM CO M COM COM COM COM COM COM COM COM COM COM C COM COM COM COM COM COM COM COM COM COM COM COM COM COM C COM COM COM COM COM COM COM COM COM COM COM COM COM COM C COM COM COM COM COM COM COM COM COM COM COM COM COM COM C COM COM COM COM COM COM COM COM COM COM COM COM COM COM C COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COMMC COM COMOM COM COM COM COMOMCOMCOMMM COMCOMCOM COMOM COMCOMOMM COM COM COM COM COMCM COM COMOMCO COM COM COM COM COMCOM COMMOMCCOMCOMOO COMCOMCOM COM COM COM COM COMCO COMMCOCOMCOMMOMOM COMCOMCOMBSLBSLBSLBSLBSLBSLBSL BSL BS L BS L BS L BSLBSLBSLBSLBSLBSLBSL BSL BSL BSL BSL LSB LSB LSB LSB LSB LSB LSB LSB LS B LS B LSB LS B LS B LSBLSBLSBLSBLSBLSBLSB LSB LSB LS B LS B VAN M BSL DE DE DEDEDEDEDE DE DE DE DE DE DE DE DE COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM C COM COM COM COM COM COM COM COM COM COM COM COM COM COM C COM COM COM COM COM COM COM COM COM COM COM COM COM COM C COM COM COM COM COM COM COM COM COM COM COM COM COM COM C COM COM COM COM COM COM COM COM COM COM COM COM COM COM C COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COMMC COM COMOM COM COM COM COMOMCOMCOMMM COMCOMCOM COMOM COMCOMOMOM COM COM COM COM COM COM COMOMCO COM COM COM COM COM COMMOMCCOMCOMOO COMCOMCOM COM COM COM COM COM COMMCOCOMCOMMMOMOM COMCOMCOMBSLBSLBSLBSLBSLBSLBSL BS L BS L BS L BS L BSLBSLBSLBSLBSLBSLBSL BSL BSL BSL BSL LSB LSB LSB LSB LSB LSB LSB LSB LS B LS B LSB LS B LS B LSBLSBLSBLSBLSBLSBLSB LSB LSB LS B LS B VAN M BSL DE DE DEDEDEDEDE DE DE DE DE DE DE DE DE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NC NE W H A N O V E R C O U N T Y Know what's R ©202 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 NORT H CAROLIN A A L EXC.K IM BRELLENGINEER PROFESSION ALSEAL053550 TR U C K T U R N P L A N C302 09 / 1 2 / 2 0 2 3 AC W AM R AC K NORTH WB-50 TRUCK TURNING & MOBILITY WB-67 TRUCK TURNING & MOBILITY A L EXXXXXXXXXXCCCCCCC.K IM BRRRRRRRRRRRRRRRREEEEEEEEEEEEEEEELENNNNGIINNNNNNNNNNNNNNNNEEEEEEEEEER 2023.09.12 18:01:27-04'00' PROPERTY LEGEND EXISTING PROPERTY LINE PROPOSED LOT BOUNDARY PROPOSED BUILDING SETBACK PROPOSED LANDSCAPE BUFFER PROPOSED LIMITS OF DISTURBANCE BEARINGDIST. BSL LSB LOD LOD EXISTING RIGHT-OF-WAYEx-ROW PROPOSED OFFSITE IMPROVEMENTS PROPOSED CROSS-ACCESS EASEMENT DE PROPOSED STORM DRAIN EASEMENT UE UE PROPOSED UTILITY EASEMENT C COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM BSL BSL BSL BSL BSL BSL BSL BS L BS L BS L BS L BSLBSLBSLBSLBSLBSLBSL BSL BSL BSL BSL LSB LSB LSB LSB LSB LSB LSB LSB LSB LS B LS B LS B LS B LSBLSBLSBLSBLSBLSBLSB LSB LSB LSB LSB VAN UE UE UE UE UEUEUE M DE DE DEDEDEDEDE DE DE DE DE DE DE DE DE 15' ACCESS EASEMENTTO BE ABANDONED PROPERTY LINE TO BEABANDONED 30' 30' PROPOSED CROSSACCESS EASEMENT 15' PROPERTY LINE TO BEABANDONED PROPERTY LINE TO BEABANDONED PROPOSED PROPERTYLINE TO BE RECORDEDPRIOR TO CONSTRUCTION EXISTING RIGHT-OF-WAYTO REMAIN EXISTING PROPERTY LINE EXISTING PROPERTY LINE PROPOSED UTILITYEASEMENT PROPERTY LINE TO BEABANDONED 30' PROPOSED STORMWATERMAINTENANCE EASEMENT INSIDE EDGEOF PAVEMENT. MINIMUM 20' WIDTH. SEECONTINUATION IN THE CAROLINA BEACHENABLING PROJECT. PROPOSED OFFSITE ROADWAYIMPROVEMENT LIMITS. SEE DESIGN PLANSIN THE CAROLINA BEACH ENABLINGPROJECT. PROPOSED CFPUAEASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NC NE W H A N O V E R C O U N T Y Know what's R ©202 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 NORT H CAROLIN A A L EXC.K IM BRELLENGINEER PROFESSION ALSEAL053550 EA S E M E N T P L A N C304 09 / 1 2 / 2 0 2 3 AC K TW M RT L NORTH A L EXXXXXXXXCCCCCCCCC.K IM BBBBBBRRRRRRRRRRRRRRRRRREEEEEEEEEEELENGIIINNNNNNNNNNNNNNNNEEEEEEEEER 2023.09.12 18:02:44-04'00' LEGEND PC - CONCRETE LL - CONCRETE LL - CURB LL - PAVING GC - CURB LL - SWM BASIN & STABILIZATION GC - CONCRETE GC - PAVING LL - SUBGRADE GC - WAWA GENERAL CONTRACTOR PC - WAWA PETROLEUM LL - LANDLORD LL - VEGETATION REMOVAL WITHINROW GC - VEGETATION REMOVAL WITHINROW LANDLORD CONSTRUCTION RESPONSIBILITY NOTES 1. CLEARING/ROUGH GRADING.2. DEMOLITION OF EXISTING STRUCTURES & FOUNDATIONS.3. REMOVAL OF EXISTING UNDERGROUND STRUCTURES.4. DISCONNECTION OF EXISTING UTILITIES.5. REMOVAL OF ALL UNSUITABLE MATERIAL AND REPLACE WITH COMPACTED FILL.6. DELIVER LEASE AREA TO WITHIN 1" OF SUBGRADE IN ACCORDANCE WITH THE FOLLOWINGCRITERIA:- 98% COMPACTION UNDER BUILDING AND CANOPY- 95% COMPACTION UNDER ALL OTHER AREASSUCH PERCENTAGES SHALL BE BASED ON MAXIMUM DRY DENSITY AT OPTIMUM MOISTURECONTENT (STANDARD PROCTOR)7. REMOVE ALL ROCK NECESSARY FOR SITE IMPROVEMENTS.8. INSTALL ALL NECESSARY EROSION CONTROL FEATURES.9. INSTALL ALL UTILITIES TO PERIMETER OF WAWA LEASED PREMISE.10. INSTALL ALL OFF-SITE ROADWAY IMPROVEMENTS REQUIRED BY NCDOT.11. RELOCATE AND/OR REMOVE ALL PUBLIC/PRIVATE UTILITIES WITHIN OR OUTSIDE LEASED PREMISEAS NECESSARY.12. INSTALL DRIVEWAY ENTRANCES TO TERMINATION POINT OF ENTRANCE RADII ON INTERIOR OFWAWA LEASE PREMISE INCLUDING ALL SIDEWALK, CURBS, STRIPING, PAVING, GUTTERS, ANDASSOCIATED LIGHTING AND TRAFFIC CONTROL SIGNAGE/STRIPING WITHIN EACH ROADWAY. ALL OTHER WORK WITHIN WAWA LEASE AREA SHALL BE WAWA'S RESPONSIBILITY UNLESS OTHERWISENOTED. 1. WAWA WILL INSTALL ALL LIGHTPOLES ON SITE.2. WAWA WILL INSTALL ALL SOD/LANDSCAPING IN THE LEASE AREA.3. WAWA WILL INSTALL FENCE AROUND SCM. OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P W W W W W W W W W W W W W W W W W W W WWWWWWWW W W W W W W E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G M 4''SS 4''S S SSSSSSSSSS W C COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM VAN M DE DE DEDEDEDEDE DE DE DE DE DE DE DE DE -12" FROM FFE -12" FROMPROPOSEDGRADE -12" FROMPROPOSEDGRADE -4" FROMPROPOSEDGRADE -4" FROMPROPOSEDGRADE -4" FROMPROPOSEDGRADE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NC NE W H A N O V E R C O U N T Y Know what's R ©202 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 NORT H CAROLIN A A L EXC.K IM BRELLENGINEER PROFESSION ALSEAL053550 DI V I S I O N O F W O R K C912 09 / 1 2 / 2 0 2 3 AC W AM R AC K NORTH CANOPY TREES CODE QTY COMMON NAME BOTANICAL NAME METHOD SIZE CAL AS 16 SUGAR MAPLE ACER SACCHARUM F.G., B & B 12` MIN HEIGHT 3" MIN CALSTRAIGHT, SINGLE LEADER, FULL, 5' CT QE 2 SOUTHERN LIVE OAK QUERCUS VIRGINIANA F.G., B & B 12` MIN HEIGHT 3" MIN CALSTRAIGHT, SINGLE LEADER, FULL, 5' CT UP 7 DRAKE ELM ULMUS PARVIFOLIA 'DRAKE' F.G., B & B 12` MIN HEIGHT 3" MIN CALSTRAIGHT, SINGLE LEADER, FULL, 5' CT UNDERSTORY TREES CODE QTY COMMON NAME BOTANICAL NAME METHOD SIZE CAL IA 4 AMERICAN HOLLY ILEX OPACA F.G., B & B 8` MIN HEIGHT 1.5" MIN CAL.STRAIGHT, SINGLE LEADER, FULL TO BASE ML 1 LITTLE GEM DWARF SOUTHERN MAGNOLIA MAGNOLIA GRANDIFLORA `LITTLE GEM` F.G., B & B 8` MIN HEIGHT 2" MIN CAL.STRAIGHT, SINGLE LEADER, FULL EVERGREEN SHRUBS CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING SIZE AG 44 GLOSSY ABELIA ABELIA X GRANDIFLORA 5 GAL. 48" O.C. 30" FULL AJ 13 JAPANESE LAUREL AUCUBA JAPONICA 3 GAL. 48" O.C. 30" FULL BH 154 HARLAND BOXWOOD BUXUS HARLANDII 3 GAL. 36" O.C. 24" FULL IN 202 DWARF BURFORD HOLLY ILEX CORNUTA `BURFORDII NANA` 3 GAL. 36" O.C. 30" FULL IB 119 BURFORD HOLLY ILEX CORNUTA `BURFORDII` 5 GAL. 48" O.C. 30" FULL IG 11 INKBERRY HOLLY ILEX GLABRA 5 GAL. 48" O.C. 30" FULL VL 110 LEATHERLEAF VIBURNUM VIBURNUM RHYTIDOPHYLLUM 5 GAL. 48" O.C. 30" FULL GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING SIZE RR 1,032 SF RIVER ROCK - SD 14,322 SF BERMUDA GRASS SOD CYNODON DACTYLON SOD MM 11,277 SF TRIPLE-SHREDDED HARDWOOD MULCH MULCH TA 666 ASIATIC JASMINE TRACHELOSPERMUM ASIATICUM 1 GAL. 12" O.C. 10" FULL PLANT SCHEDULE LSB LSB LSB LSB LSB LSB LSB LSB LS B LS B LS B LSB LS B LSBLSBLSBLSBLSBLSBLSB LSB LS B LS B LSB VAN E UE UE UE M ML1 SIGNAGE (TYP.) 824 sfRR NORTH TYPE C BUFFERYARD (365 LF) WEST TYPE C BUFFER (217 LF) SOUTH TYPE C BUFFERYARD (430 LF)EXISTING TREE (TYP.) EXISTING TREE (TYP.) AG24 BH28 20AG IB32 IN11 2AS 19IB 2UP VL8 AJ13 IA4 IG11 2QE 22IN IN1312IN 5VL VL59 AS10 BH75 IB51 AS4 IN42 IN102 353TA 185TA TA64 UP3 UP1 14BH BH17 1UP BH6 14BH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NC NE W H A N O V E R C O U N T Y Know what's R ©202 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 LA N D S C A P E P L A N L100 NORTH LANDSCAPE NOTES: 1. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 3" OF TOPSOIL. DO NOT MOUND MULCH AGAINST ROOT FLARES. 2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 3. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 4. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 5. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 6. ALL PLANTING BEDS SHALL RECEIVE HEAVY-DUTY, COMMERCIAL GRADE WEED BARRIER. CONTRACTOR SHALL SUBMIT PRODUCT FOR APPROVAL PRIOR TO INSTALLATION. 7. ANY DISTURBED GRASS AREA IS TO BE REPLANTED. ALL SLOPES 3:1 OR GREATER SHALL BE SEEDED WITH SLOPE MASTER NO-MOW MIX OR OWNER APPROVED EQUAL. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTINGBURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OFUTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICHOCCURS AS A RESULT OF THE CONSTRUCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE WARRANTY PERIOD. 12. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES,QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR WARRANTY PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 14. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 15. ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES, AND SHALL BE STATE STANDARD OR BETTER 16. ALL INVASIVE / EXOTIC SPECIES AND PROHIBITED TREE SPECIES SHALL BE REMOVED FROM SITE, INCLUDING ROOT BALLS TO THE EXTENT POSSIBLE WITH NO DAMAGE TO ADJACENT EXISTING TREES. 17. IF IRRIGATION IS REQUIRED, CONTRACTOR TO DESIGN BUILD SYSTEM AND VERIFY ALL PRODUCTS WITH LANDSCAPE ARCHITECT. 18. TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS "ESTABLISHED" (AS APPROVED BY THE LANDSCAPE ARCHITECT). 19. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL UTILITIES ARE ADEQUATELY SCREENED WITH THE REQUIRED PLANTING MATERIAL AND VERIFY PLANT SPECIES WITH LANDSCAPE ARCHITECT. 20. ALL PLANT SPECIFICATIONS IN THE PLANT SCHEDULE SHALL BE CONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTOR SHALL PROCURE PLANT MATERIALS AND UPSIZE AS NECESSARY TO MEET THE MOSTSTRINGENT SPECIFICATION. NOTES: 1. ESTABLISH SOD IN ALL DISTURBED AREAS. SEESPECIFICATIONS FOR MORE INFORMATION.2. ALL AREAS WITH PROPOSED LANDSCAPE MATERIALSHALL RECEIVE A MINIMUM THREE (3) INCHES OFSHREDDED HARDWOOD MULCH. SEE LANDSCAPEPLAN FOR MULCH BOUNDARY LINES. SEELANDSCAPE DETAILS FOR TYPICAL MULCH AREADIMENSIONS. AN ILORACHTRON 2201 REGISTEREDLANDSCAPE ARCHITECT L A URA HAND L ETON N REG TECT L A URA HHHAAANNNDDD L ETON 9/7/2023 NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉǇŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉǆ /ŶƚŚĞŶŽƚŝĨǇĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first)Additional site plan requirement details can be found in section 2 of this document. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂǇŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂǇƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞǆĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚǇŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂǇŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂǇďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3 %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated/20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďǇƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞǇǁŝƚŚŝŶƚŚĞĞǆŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚǇůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚǇĚƌĂƵůŝĐƐƵƌǀĞǇĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂǇWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚǇŵĂǇďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůǇdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂǇďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚǇƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂǇ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞǆŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůǇ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞǇƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ Roadway Design Manual At Grade INTERSECTIONS May 2023 Part I General Design Information | 8-22 Figure 8-10 Recommended Treatment for Turn Lanes Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length. MEMORANDUM To: New Hanover County Technical Review Committee Date: 10/6/23 Subject: WAWA – 6800 Carolina Beach Rd Comments: • Provide driveway dimensions, including radius and stem length. • Please clarify whether the sidewalk will connect to the multifamily section of the parcel. • Provide plan sheets of the required improvements from the 6800 Carolina Beach Rd TIA approval with conditions letter. • Consider widening northern site access to provide more adequate space for larger trucks to enter. • Widen multiuse path to minimum NCDOT recommended width of 10’. • Label buffer area between multiuse path and edge of pavement/back of curb. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: Development has a TIA approval with conditions letter dated March 29, 2023. All improvements are required to be installed. March 29, 2023 Mr. Chase Smith, PE Ramey Kemp & Associates 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 RE: Approval with conditions letter for the Traffic Impact Analysis (TIA) associated with the proposed 6800 Carolina Beach Road development in New Hanover County, NC. Dear Mr. Smith, The WMPO, NCDOT and New Hanover County staffs have reviewed the 6800 Carolina Beach Road TIA (sealed March 01, 2023) and based on the information provided and conversations held to date, it is our understanding that the proposed development has a build out year of 2024 and will consist of: ITE Land Use Code 220 Multi-family (low-rise) residential – 128 DU ITE Land Use Code 945 Convenience Store w/ Gas Station (6KSF) – 16 VFP The following improvements are required of the developer: US 421 (Carolina Beach Road) and SR 1492 (Myrtle Grove Road)/Site Access A (Signalized intersection) • Extend the existing northbound U-turn/left turn lane on US 421 to provide 200 feet of storage, appropriate full width deceleration, and appropriate taper. • Construct a southbound right turn lane on US 421 with 100 feet of storage, appropriate full width deceleration, and taper. • Restripe westbound “left turn only” lane on US 421 to a combined left/thru lane. • Construct the site access (eastbound approach) with an internal protected stem of 200 feet, measured from the right-of-way line, that provides one ingress lane and two egress lanes configured as an exclusive left turn lane and a shared thru-right lane • Provide a four (4)-section flashing yellow arrow signal head to the northbound U-turn/left turn lane. • Modify the signal plan to accommodate above improvements. US 421 (Carolina Beach Rd) and Crossover north of SR 1492 (Myrtle Grove Rd) (Unsignalized crossover) • No improvements are required. 6401 Carolina Beach Road – Preliminary Plan – TRC Review To: Tim Clark McKim & Creed, Inc. (tclark@mckimcreed.com) From: Amy Doss Current Planner Date: October 18, 2023 Egov#: SITECN-23-000040 Subject: Sheetz – Preliminary Plat – TRC Review Address: 6401 Carolina Beach Road The following comments have been received for the October 18, 2023, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Amy Doss 910-798-7571 1. Zoning district: B-2. Proposed use: Convenience Store, Fuel Station 2. General Comments: 3. General Comments: a. Please label zoning of adjacent parcels. b. Please note the below standards from UDO Section 4.3.4.I.2 for Fuel Sales: i. Fuel sales in all districts where allowed shall comply with the following standards: a. The premises shall not be used for the sale of vehicles. b. Fuel pump canopies shall meet the setbacks of the underlying zoning district, as measured from the outer edge of any supportive structure physically connected to a fuel pump and the ground along a straight line to the nearest point of the property line. c. Setback distances from street rights-of-way may be reduced by one-half. c. Please provide a detail of proposed dumpsters illustrating type of materials to be used. 4. Parking a. Parking is sufficient. 6401 Carolina Beach Road – Preliminary Plan – TRC Review b. Please provide details of a parking space to verify they meet ordinance requirements. 5. Access: a. Please provide all NCDOT approvals upon receipt. Please be aware that no building permit will be issued until NCDOT has issued the Driveway Permit. 6. Tree Retention: a. Please apply for a Tree Removal Permit . b. Please refer to UDO Section 5.3 for Tree Retention Standards. c. When submitting for the Tree Removal Permit, please include a Tree Inventory Table. You can use the Tree Mitigation Worksheet under the applications tab on our website for this. 7. Landscaping and Buffering: a. Please use two more distinct graphics to illustrate trees to be removed vs retained. They appear the same. b. Please show sight triangles on the landscape plan. c. Exemption request from foundation plantings at drive through granted, UDO 5.4.7.C.1. d. Perimeter landscaping includes existing trees, please ensure tree protection is used during disturbance. e. Parking lot interior landscaping appears to meet requirements, UDO Table 5.4.5.C. f. Please confirm total square footage of foundation plantings for landscaping by showing the area calculated (304 SF) on the plan. 8. Lighting: a. Please note that with the latest update to the UDO, a lighting plan is not required at time of TRC Approval. See below excerpt from Section 5.5.3: i. Information about the exterior lighting for the site that demonstrates compliance with the standards in this section shall be submitted in conjunction with an application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first, approved no later than at time of construction plan approval. b. When available, please send over lighting plan for review and approval. 9. Signs: a. Please note that all signs are subject to section 5.6 of the UDO. b. Please submit for sign permits prior to installation. NHC Fire, Sunnie Batson 910-798-7464 1. Please see attached appendix from NHC Fire. NHC Engineering (Stormwater), Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. The permit applications are currently under review. 2. Please contact the State for the stormwater permit modification requirements. NHC Environmental Health, Dustin Fenske 910-798-7324 1. Site plan reflects connection to public water and sewer. Records for this property exist from 1993 and a proposed site plan reflects a septic system on the property. However, it does not appear a septic tank and drain field was installed. If a septic tank is encountered it must be pumped, crushed and filled to be properly abandoned. All other proposed infrastructure improvements meet setbacks to surrounding properties septic systems. 6401 Carolina Beach Road – Preliminary Plan – TRC Review NHC Addressing, Katherine May 1. No comments. Current address is acceptable. CFPUA, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer available (sewer available through an easement). 4. CFPUA Meter Sizing Form will be required. 5. Project currently in CFPUA Plan Review NCDOT, Nick Drees, 910-398-9100 1. Please see attached appendix from NCDOT. WMPO, Jamar Johnson 910-343-3915 1. Please see attached appendix from the WMPO. Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comment. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County TRC Plan Review - 2018 NC Fire Code Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26 Required for Plan Review Submittal • The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Fire Marshal’s Office. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. • Any building with a generator or aboveground storage tank (AST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 showing all applicable distances as required from those specific requirements. • Any plan involving an underground storage tank (UST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements. This plan shall also show all vent lines. • Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. This report shall be submitted by a P.E. and include the stamp of the submitting individual on the report. Accessibility • All new structures must comply with Appendix J of the NC Fire Code, Building Information Signs. An example can be provided upon request. • 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. Fire New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County 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). • Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). • Fire apparatus access roads that access commercial buildings greater than 30 feet in height are to be a minimum of 26 feet wide, be capable of handling the weight of aerial fire apparatus (100,000 lbs.) and be passable in all weather conditions. • 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) • Fire apparatus access roads shall provide access to within 150 feet of each side of the first-floor exterior walls unless the building is equipped throughout with an approved automatic sprinkler system then the distance increases to 200 feet (Chapter 5). If these options are not selected, please contact the fire code official and fire department for guidance. • A secondary fire apparatus access road may be required based on the size of the project 62,000 sqft, or 3 stories or 30ft in height) or if an impairment of a single fire apparatus access road would limit access under emergency conditions. Secondary access may also be required to facilitate evacuation during a natural or man-made disaster Chapter 5 and Appendix D). • 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). • Fire lanes shall be a minimum of 18 feet wide and 14 feet vertical clearance feet including trees, canopies, bridges, etc. and must be marked. • Key Boxes (KNOX Boxes) o Required if structure is required to have a fire alarm system or automatic sprinkler system. o Knox Box required at/adjacent to the front (main) entrance, at an elevation of 5 ft, +/- 6 in. A KNOX box(es) is(are) required at the exterior access nearest the fire sprinkler New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County riser(s). Larger facilities may require additional key boxes. All key box locations must be shown on the building plans. All key boxes are required to be installed prior to final inspection. o The customer may order online from Knox. • Premises identification is required. Address and or unit numbers are required on the street side as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6 inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. • Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire detection/protection equipment must be identified with signage (Chapter 5). • Generator and solar installations shall be in accordance with Chapter 6. Water Supply (Chapter 5 and Appendix C) • If a water supply is required for fire protection a fire hydrant system or other means approved by the fire code official must be present prior to beginning construction and be maintained operable during the construction period. (For construction, fire dept. water shuttle counts as long there is a fill site within range) • An engineered fire low calculation indicating the available fire flow shall be submitted to the Fire Marshal’s Office during plans review. • If an approved water supply capable of supplying the required fire flow for fire protection is available, fire hydrants shall be provided. • If the approved water supply is not capable of supplying the required fire flow for fire protection a private system shall be engineered to meet the required fire flow for both automatic sprinkler systems and fire hydrants. • Fire Hydrants o All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County Further information on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. o All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. o Fire hydrants in general residential areas shall be installed so that all insured properties are within 500 feet of a hydrant (hydrant spacing approximately 1000 feet apart along a fire apparatus access road, installed at intersections where possible). The first fire hydrant should be installed at or near the entrance to the residential area. o Fire hydrants in mixed use and commercial areas shall be installed so that all insured properties are within 250 feet of a hydrant (hydrant spacing approximately 500 feet apart along fire apparatus access roads and preferably located at intersections when possible). o Additional fire hydrants may be required by the fire code official based on the type of hazard or use of the protected structure. (Appendix C) o Fire hydrants should be located 50 feet or more from the structure they protect. Proposed Hydrant Location – Approved: New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • Fire Department Connections (FDC) o Fire Department connections shall utilize 5-inch Storz connections with a 30 degree down angle. Remote FDC’s are discouraged. o A fire hydrant shall be located no less than 50 feet from the structure and no greater than 100 feet from the fire department connection. For buildings with multiple fire department connections, each one shall have a dedicated fire hydrant. o The fire department connection shall be located so that the fire apparatus and the hoses connecting it to the fire hydrant and to the fire department connection do not obstruct access to the buildings for other fire apparatus. o Fire department connections shall not be obstructed by fences, bushes, dumpsters, utilities or vehicles. o Fire department connections are to be unobstructed with 36 inches clearance to both sides and 78 inches vertically. o An audible/visual device indicating water flow or fire alarm activation shall be located above the fire department connection. o The fire department connection shall be labeled with code compliant signage indicating the type of connection and where more than one fire department connection exists additional signage is required to indicate the area protected. Demolition o All demolition work must comply with Chapter 33. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: September 29, 2023 Subject: 6401 Carolina Beach Road_Sheetz Golden Rd. ________________________________________________________________________ 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. Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (attached) for submittal requirements (Documents, details, and plans). A NCDOT Encroachment Agreement is required for any utility connections or installations within NCDOT right-of-way. A signal agreement will be needed for the proposed improvements. x The signal agreement will need to be approved prior to the issuance of the driveway permit. Improvements from the approved TIA will be required. x Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. o Figure 8-10 Recommended Treatment for Turn Lanes (attached). o Refer to this document for additional guidance on the proposed deceleration and taper lengths. x Site Access #1 requires 50’ of stem protection (label accordingly). o This is measured from the right of way line. x Site Access #2 requires 75’ of stem protection (label accordingly). o This is measured from the right of way line. Hydraulic calculations will need to be submitted for review. Driveway Culverts: x It is recommended that an 18” pipe is used instead of a 15” pipe. x Add parallel pipe end sections to the proposed culverts (Standard 310.02). Dedication of right of way or an easement may be needed/required along the property frontage. No obstructions shall be placed within the NCDOT sight triangles. No obstructions shall be placed within the stopping sight distance. Show/Label the appropriate sight distances. The landscaping plan appears to impact the sight triangles and the stopping sight distance. NCDOT | Division 3 | District 3 Project Name:_____________________________Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉǇŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉǆ /ŶƚŚĞŶŽƚŝĨǇĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first)Additional site plan requirement details can be found in section 2 of this document. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂǇŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂǇƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞǆĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚǇŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂǇŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂǇďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3 %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated/20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďǇƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞǇǁŝƚŚŝŶƚŚĞĞǆŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚǇůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚǇĚƌĂƵůŝĐƐƵƌǀĞǇĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂǇWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚǇŵĂǇďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůǇdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂǇďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚǇƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂǇ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞǆŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůǇ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞǇƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ Roadway Design Manual At Grade INTERSECTIONS May 2023 Part I General Design Information | 8-22 Figure 8-10 Recommended Treatment for Turn Lanes Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length. MEMORANDUM To: New Hanover County Technical Review Committee Date: 10/6/23 Subject: Sheetz – 6401 Carolina Beach Rd Comments: • Provide turning templates of the largest design vehicle to access the site. • The IPS for Site Access #2 required by the TIA approval with conditions letter 75’. Please contact NCDOT to discuss if this cannot be achieved. • Please label the IPS length for site access #1. The TIA approval with conditions letter requires 50’ minimum. • Show curb ramps and ADA detectable warning pads on the site plan at access aisles. • See plan sheets for additional comments. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: Development has a TIA approval with conditions letter dated July 20, 2023. All improvements are required to be installed.