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Home My WebLink AboutCombined Comments - 3305 Fredrickson Rd - Flex Space 3305 Fredrickson Road– Commercial Flex Space – TRC Review Page | 1 To: Natalie Oakes, DAE Building, Inc From: Katherine May, Development Review Planner Date: November 5, 2025 Technical Review Committee (TRC) PID#: R03200-002-035-000 Egov# SITECN-24-000102 Subject: 3305 Fredrickson Road– Commercial Flex Space - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the November 5, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. 3305 Fredrickson Road– Commercial Flex Space – TRC Review Page | 2 Planning, Katherine May 910-798-7443 Compliance with local UDO requirements 1. General Comments a. Zoning district – I-2 b. This project is not associated with a rezoning. c. As stated in the application the intended use is commercial flex space. The applicant confirmed that the intended UDO defined use to be Offices for Private Business and Professional Activities. The Unified Development Ordinance (UDO) defines the use as i. Establishments primarily engaged in the day-to-day administrative or clerical services for businesses or other organizations that provide professional or other services to the general public on a walk-in or appointment basis in an office setting. d. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. e. There does not appear to be any Duke Energy Transmission Lines/Easement on the Property. f. Under site data, it states one building consisting of 9,600 sq ft. There appears to be two separate buildings. Please show the total square footage of each building. 2. UDO Section 5.1, Parking and Loading a. The use of Offices for Private Business and Professional Activities requires 2.5 parking spaces for every 1,000 square feet of building area. Project proposes 9,600 square feet. Required parking is 9,600 / 1,000 = 9.6 x 2.5 = 24 required parking spaces. However, the plan is reflecting only 13 spaces. b. Per UDO Section 5.1.3.A you may submit a parking demand study to reduce the amount of spaces. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. b. Please add the WMPO’s estimated AM and PM traffic generation on the site plan. 3305 Fredrickson Road– Commercial Flex Space – TRC Review Page | 3 4. UDO Section 5.3, Tree Retention a. The site is currently cleared and the plan states there will be no tree removal. b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. A minimum of 15 trees of at least two inches DBH or two caliper inches, as applicable, shall be retained or planted on a parcel where development occurs for each acre or proportionate area disturbed by the development. 15 trees x 0.79 acre = 11.85 (12) trees. The plan exceeds this requirement. b. A landscaped buffer is not required between I-2 zoned properties. c. The dumpster is adequately screened. d. Parking lot landscaping was not included in the landscape data – please add this. See Table 5.4.5.C: Standards for Parking Lot Interiors. Please note that the parking lot interior landscaping is 8% of the total area used for parking, 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. Are any free-standing signs proposed for the property? If so, please indicate the location. b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. Any approvals granted by the TRC for the site design is not an approval for the ultimate size or placement of the sign. 8. UDO Section 5.7, Conservation Resources a. The conservation resources map does not indicate any conservation resources impacting the property, this section does not apply. 3305 Fredrickson Road– Commercial Flex Space – TRC Review Page | 4 9. UDO Article 9, Flood Damage Prevention a. The property is not in the floodplain. NHC Fire Services, Ray Griswold 910-798-7448 Compliance with NC Fire Code 1. Fire finals required 2. Portable fire extinguishers per NFPA 10 NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater and land disturbing permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Controlhowever. 2. Please contact the State for their stormwater permit requirements. It is anticipated a new high density permit will be required. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water. Proposed infrastructure does not violate setbacks to surrounding properties wells. 2. Application states a private septic system for this site. Design wastewater flow is very specific to what type of business occupies a space. This flow determines how large a septic system is needed. With many unknowns, it is suggested that the applicant consults with a Licensed Soil Scientist to discuss wastewater flow, business needs and available soil areas for subsurface disposal. Permitting can be done by local Environmental Health or a Private Soil Scientist. Septic permits must be issued prior to any building permit being issued. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 3305 Fredrickson Road– Commercial Flex Space – TRC Review Page | 5 1. Each building and suite will need its own individual address. 2. Please contact me for address assignment following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering- Plan-Review-103. 3. CFPUA water available; CFPUA sewer is not available. 4. CFPUA Meter Sizing Form will be required. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. Please see attached comments. WMPO, Caitlin Cerza 910-473-5130 New Hanover County contracted traffic engineering services comments: 1. Please see attached comments. Army Corps of Engineers, Brad Shaver 910-251-4611 Information or Requirements if wetlands are impacted 1. No comments. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) 3305 Fredrickson Road– Commercial Flex Space – TRC Review Page | 6 NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager NHC Soil & Water Conservation MEMORANDUM To: New Hanover County Technical Review Committee Date: October 9, 2025 Subject: 3008 N Kerr Avenue Flex Space Comments: • Please provide the appropriate Land Use (ITE Code) for the proposed building to ensure accurate trip generation estimates and determine whether a Traffic Impact Analysis (TIA) is required. NCDOT Projects: • N/A WMPO 2045 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Please confirm that the proper LUC has been used below. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips (822) 9600 Square Feet 523 23 63 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUIT 101 WILMINGTON, NC 28403 Memorandum DATE: October 13, 2025 TO: New Hanover County Technical Review Committee SUBJECT: Covington Flex – 3305 Fredrickson Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Control of Access Fencing: • The control of access fencing for I-140 must remain in place and cannot be removed. • There may be potential to upgrade the current woven wire fence to a decorative fence (approved design) through an encroachment agreement submitted by the property owner. Drainage/Stormwater Conveyance: • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. • Additional information is needed on the existing and proposed drainage in the area. • Hydraulic calculations and associated plan sheets will need to be submitted for the site including the proposed 15” RCP crossing Fredrickson Road. o This will be reviewed by the NCDOT Hydraulics Unit. • Prior to moving forward with the site, I would recommend having the storm drainage reviewed/preliminarily approved due to the proposed design. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. Gated Entrances: • Show and label any proposed gates with distances to the right of way line. COVINGTON FLEX 3305 FREDRICKSON RD WILMINGTON, NC 28401 DESIGN DEVELOPMENT SEPTEMBER 29, 2025 SHEET INDEX PROJECT NAME: COVINGTON FLEX APPLICANT: DAE BUILDING, INC.717 S. KERR AVENUEWILMINGTON, NC 28403 CONTACT: NATALIE OAKESPHONE: (910) 833-2147, EXT. 111EMAIL: NATALIE@DAEBUILDING.COM PROJECT ADDRESS: 3305 FREDRICKSON RD WILMINGTON, NC 28401 ENGINEER: RIVERVIEW ENGINEERING, PLLC (P-1944)4904 PARK AVENUEWILMINGTON, NC 28403CONTACT: NICHOLAS J. LAURETTA, PE, LEED AP (035107) PHONE: (910) 398-2882EMAIL: NLAURETTA@RIVERVIEWENG.COM SURVEYOR: McKIM & CREED243 N. FRONT STREET WILMINGTON, NC 28401CONTACT: CODY HURSTPHONE: 910-343-1048EMAIL: CHURST@MCKIMCREED.COM PROJECT INFORMATION ENGINEER PROJECT OWNER STAMP CHECKED BY PRINCIPAL IN CHARGE REVISIONS ISSUE FOR ISSUE DATE PROJECT ADDRESS PROJECT NUMBER SHEET TITLE SHEET NUMBER www.rivervieweng.com 4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882 nlauretta@rivervieweng.com DRAWN BY CO V I N G T O N F L E X COVER SHEET C-001 DESIGN DEVELOPMENT 1026.02 3305 FREDRICKSON RD WILMINGTON, NC 28401 REVIEW - NOT FOR CONSTRUCTION SEPTEMBER 29, 2025 N. LAURETTA, PE, LEED AP NJL DA E B U I L D I N G , I N C . 711 K E R R A V E N U E WI L M I N G T O N , N C 2 8 4 0 3 NJL/JAT VICINITY MAP1SCALE: 1" = 250' PROJECTVICINITY LOCATION MAP VICINITY MAP PROJECTLOCATION LOCATION MAP2SCALE: 1" = 2000' NUMBER SHEET C-001 COVER SHEET C-002 GENERAL NOTES CX101 EXISTING CONDITIONS PLAN CX102 TREE REMOVAL AND DEMOLITION PLAN CE101 SEDIMENT & EROSION CONTROL PLAN - PHASE 1 CS101 SITE PLAN CS102 DRIVEWAY GRADING PLAN L101 LANDSCAPE PLAN CG101 STORM DRAINAGE AND GRADING PLAN CG103 DRAINAGE AREA MAP CU101 UTILITY PLAN CE501 SEDIMENT & EROSION CONTROL DETAILS CE502 SEDIMENT & EROSION CONTROL DETAILS CS501 SITE DETAILS CU501 UTILITY DETAILS CU502 UTILITY DETAILS CU503 UTILITY DETAILS CG501 UTILITY DETAILS 9/29/25 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHEEOHE OHE OH OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE                                                                                                                                                                    SD SD SD SD SD SD SD SD SD SD SD SD SD SD   2700414.430RBF 1/2"0.6' A.G.BENT, S.A.B.   2723314.41GAS MKR 2723414.35  GWGW GW GW GW 2717516.04LP GW GW T T PROPERTY LINES PERDEED BOOK AND PAGE PAVEMENT LOCATED WHEREVISIBLE, CONTINUES UNDERGROUND (TO BE REMOVED) 4' HOGWIRE FENCE WITH 1 STRANDBARBED WIRE ON TOP (TO BE REMOVED) INT E R S T A T E I 4 0 N/FCAROLINA POWER & LIGHT COPIN R03200-004-002-000DEED BOOK 507 PAGE 66LUC: 491-UTILITIESZONING: I-2 18" RCPINV=12.32' 18" RCPINV=12.52' 15" RCPINV=12.54' 15" RCPINV=12.56' 15" RCPINV=13.03' 15" RCPINV=13.11'  W W W W W W W W W W W W W W W W W W W W W ELECTRIC PEDESTAL(TO BE REMOVED) LOD LO D LO D LO D LOD LOD LOD LO D LOD LOD LOD LO D LO D LOD LOD LO D LO D LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D ENGINEER PROJECT OWNER STAMP CHECKED BY PRINCIPAL IN CHARGE REVISIONS ISSUE FOR ISSUE DATE PROJECT ADDRESS PROJECT NUMBER SHEET TITLE SHEET NUMBER www.rivervieweng.com 4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882 nlauretta@rivervieweng.com DRAWN BY CO V I N G T O N F L E X DEMOLITION PLAN CX102 DESIGN DEVELOPMENT 1026.02 3305 FREDRICKSON RD WILMINGTON, NC 28401 REVIEW - NOT FOR CONSTRUCTION SEPTEMBER 29, 2025 N. LAURETTA, PE, LEED AP NJL DA E B U I L D I N G , I N C . 711 K E R R A V E N U E WI L M I N G T O N , N C 2 8 4 0 3 NJL/JAT SCALE: 1" = 20' 20' 0 20' 40' GRAPHIC SCALE NC GRID NAD 83/2011 DEMOLITION PLAN1SCALE: 1" = 20' DEMOLITION NOTES 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZEDWITH FIELD DEMOLITION CONDITIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALLDEMOLISHED DEBRIS ASSOCIATED WITH THE PROJECT INACCORDANCE WITH THE PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUSTGENERATED BY THE WORK, INCLUDING BUT NOT LIMITED TODEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULARTRAFFIC AND RELATED OPERATIONS. 4. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTINGUTILITIES LOCATED PRIOR TO BEGINNING ANY DEMOLITION.CONTRACTOR SHALL CONTACT NC ONE CALL AT LEAST 72 HOURSPRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVEEXISTING UTILITIES LOCATED. 5. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUNDAND ABOVE GROUND, ARE BASED ON FIELD SURVEY AND THE BESTAVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFYFIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION.ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'SREPRESENTATIVE AND ENGINEER IMMEDIATELY. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OFDISCONNECTING AND ABANDONING ALL EXISTING UTILITIES WITH THEOWNER UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES ANDASSOCIATED PIPING, ETC. NOT IN USE ON THE SITE SHALL BEPROPERLY ABANDONED AND REMOVED AS REQUIRED. COORDINATEWITH THE OWNER. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANYEXISTING UTILITIES THAT REMAIN IN SERVICE DURING DEMOLITION. 8. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALLDISTURBED AREAS AND SLOPES ON AND OFF SITE IN ACCORDANCEWITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANSAND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATEWITH THE OWNER TO DETERMINE WHO IS RESPONSIBLE FORPROVIDING THE PERMANENT STABILIZATION MEASURES AND THE TYPEOF PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION ANDCONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALLBE IN PLACE AND ACCEPTABLE TO THE OWNER'S REPRESENTATIVEAND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATEINSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECTCLOSEOUT. 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANDCONTACTING THE ENGINEER FOR THE REQUIRED INSPECTIONS ON THEPROJECT. 10. WETLANDS EXIST ON SITE. WETLANDS WILL NOT BE DISTURBED DURINGCONSTRUCTION OF THIS PROJECT. 9/29/25                                                                                                                                                                    SD SD SD SD SD SD SD SD SD SD SD SD SD SD   2700414.430RBF 1/2"0.6' A.G.BENT, S.A.B.   2723314.41GAS MKR 2723414.35  T T PROPERTY LINES PERDEED BOOK AND PAGE INT E R S T A T E I 4 0 N/FCAROLINA POWER & LIGHT COPIN R03200-004-002-000DEED BOOK 507 PAGE 66LUC: 491-UTILITIESZONING: I-2 18" RCPINV=12.32' 18" RCPINV=12.52' 15" RCPINV=12.54' 15" RCPINV=12.56' 15" RCPINV=13.03' 15" RCPINV=13.11'  W W W W W W W W W W W W W W W W W W W W W                                                                                                                                                      TTTTTTTTT W W    W W W W W W TTTTTTTTTTTTTTT LOD LO D LO D LO D LOD LOD LOD LO D LOD LOD LOD LO D LO D LOD LOD LO D LO D LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LLO D LO DOD LO D LO D LO D LO D LO D LOD LO D LOD LOLOD LO D LO D LO D LO D LO D W W W D SITE DATA ENGINEER PROJECT OWNER STAMP CHECKED BY PRINCIPAL IN CHARGE REVISIONS ISSUE FOR ISSUE DATE PROJECT ADDRESS PROJECT NUMBER SHEET TITLE SHEET NUMBER www.rivervieweng.com 4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882 nlauretta@rivervieweng.com DRAWN BY CO V I N G T O N F L E X SITE PLAN CS101 DESIGN DEVELOPMENT 1026.02 3305 FREDRICKSON RD WILMINGTON, NC 28401 REVIEW - NOT FOR CONSTRUCTION SEPTEMBER 29, 2025 N. LAURETTA, PE, LEED AP NJL DA E B U I L D I N G , I N C . 711 K E R R A V E N U E WI L M I N G T O N , N C 2 8 4 0 3 NJL/JAT SITE PLAN1SCALE: 1" = 20' GENERAL NOTES PROJECT NAME COVINGTON FLEX PROJECT ADDRESS 3305 FREDERICKSON RDNEW HANOVER COUNTY, NC PARCEL ID - PARCEL A RO3200-002-035-000 TOTAL PROPERTY ACREAGE ±0.80 ACAPPLICANT/DEVELOPER DAE BUILDING, INC. ENGINEER RIVERVIEW ENGINEERING, PLLCNICHOLAS LAURETTA, PE, LEED AP ZONING I-2 LAND USE 899 - OTHER SERVICESCAMA LAND USE URBANFLOOD HAZARD ZONE X RIVER BASIN CAPE FEARRECEIVING STREAM TOOMERS CREEKCLASSIFICATION WS-IV SETBACKS (SEE NOTE 5)REQUIRED PROVIDEDFRONT5050SIDE STREET 00 SIDE INTERIOR 00REAR00PROPOSED STRUCTURES NUMBER OF BUILDINGS 1BUILDING SQUARE FOOTAGE 9,600 SF BY-RIGHT HEIGHT N/A BUILDING HEIGHT TBDCONSTRUCTION TYPE TBDBUILDING LOT COVERAGE 33% IMPERVIOUS COVERAGE EXISTING 2,085 SF PROPOSED 19,678 SF PROPOSED OFFSITE 0 SFDISTURBED AREA 0.88 ACRESPARKING SUMMARY INTENSITY REQUIRED PROVIDED WAREHOUSING (1.5 PER 1000 SF)10,400 16 15 ADA COMPLIANT PARKING 11 FLOOD PLAIN NOTES THE SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA ASDETERMINED BY FEMA FLOOD PANEL 3720311900K, EFFECTIVE AUGUST28, 2018. STORMWATER NOTES 1. STORMWATER MANAGEMENT WILL BE DESIGNED IN ACCORDANCEWITH STATE AND NEW HANOVER COUNTY STANDARDS.2. FULL PERMIT APPROVALS WILL BE PROVIDED TO NEW HANOVERCOUNTY WHEN RECEIVED. UTILITY NOTES 1. ALL WATER SERVICES WILL BE PROVIDED BY CFPUA.2. ALL SEWER SERVICES WILL BE PROVIDED BY CFPUA.3. HYDRANTS WILL BE PROVIDED PER NEW HANOVER COUNTYEMERGENCY MANAGEMENT REQUIREMENTS. ENVIRONMENTAL NOTES 1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST ON THESUBJECT PARCEL.2. NO JURISDICTIONAL WETLANDS AND STREAMS EXIST ONSITE. SCALE: 1" = 20' 20' 0 20' 40' GRAPHIC SCALE NC GRID NAD 83/2011 20'x40' 50.0' FRO N T SETBAC K 20'x40' 20'x40' 20'x40' 20'x40'20'x40'20'x40'20'x40'20'x40' 20'x40' 9 37.5' STREETY A R D VARIAB L E W I D T H STREET Y A R D ASPHALT(11,055 SF) 20'x40'20'x40' 4 2 4 . 0 ' 9.0' 18. 0 ' 24. 0 ' R30 ' R20' 24. 0 ' 70'X10' SIGHT DISTANCETRIANGLE (TYP.) LANDSCAPE DATA DISTURBED AREA ± 0.88 ACRES AC.0.88 ACRES * 15 = 14 TREES (2" CAL.) STREETYARD REQUIREMENTS 1 CANOPY TREE OR 3 UNDERSTORY TREESAND 6 SHRUBS PER 600 SF REQUIRED 25' WIDE X 259 LF = 6,475 SF PROPOSED 5,864 SFSHADING REQUIREMENTS 8% REQUIRED 9,798 SF * 0.08 = 784 SF PROVIDED 1,540 SFTRANSITIONAL BUFFER N/A FOUNDATION PLANTINGS 12% OF BUILDING FACE240 LF * 15 FT * 0.12 = 432 SF PROVIDED: 480 SFMITIGATION DOCUMENTED TREES NO TREE REMOVALSIGNIFICANT TREES NO TREE REMOVAL LANDSCAPE NOTES 1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY,TREEPROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES ORGROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS ORVEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 2. THE AREAS WITHIN THE TRIANGULAR SIGHT DISTANCE SHALL BEMAINTAINED FREE OF ALL OBSTRUCTIONS BETWEEN 30" AND 10'. 3. A RAIN/FREEZE SENSOR SHALL BE USED IF THERE IS AN IRRIGATIONSENSOR. 4. ALL PLANT BEDS ARE TO RECEIVE 3-4" OF PINESTRAW OR MULCH. 5. LANDSCAPING SHALL BE COMPLETE BEFORE ISSUANCE OF A CO. BOTANICAL / COMMON NAME CALIPER HEIGHT QTY REMARKS KEY NO.CANOPY TREE 1 PRUNUS CAROLINIANA / CAROLINA CHERRYLAUREL 3" 10' - 12'14 STREETYARD/SHADING2QUERCUS LAURIFOLIA / LAUREL OAK 3" 10' - 12'14 DISTURBED AREA BOTANICAL / COMMON NAME CALIPER HEIGHT QTY REMARKS UNDERSTORY TREE3LAGERSTOREMIA INDICA / CREPE MYRTLE 2" 8' - 10' 2 PARKING LOT ISLAND BOTANICAL / COMMON NAME HEIGHT SPREAD SPACING QTY REMARKSSHRUBS 4 ILEX VOMITORIA NANA / DWARF YAUPON 24" 24" 4' O.C.33 STREETYARD5ILEX VOMITORIA / YAUPON HOLLY 3' O.C.33 STREETYARD6DISTYLIUM BLUE CASCADE 52 FOUNDATION BOTANICAL / COMMON NAME QUANTITY REMARKS GROUND COVERCYNODON DACTYLON / BERMUDA GRASS PLANT SCHEDULE INFILTRATIONBASIN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 6 6 9/29/25 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE                                                                                  SD SD SD SD SD SD SD SD SD SD SD SD SD SD GWGW GW GW GW 2717516.04LP GW GW T T NA PO W E R & L I G H T C O 0-004 - 0 0 2 - 0 0 0 K507 P A G E 6 6 LITIE S 18" R C P INV = 1 2 . 3 2 ' 18" R C P INV = 1 2 . 5 2 ' 15" R C P INV = 1 2 . 5 4 ' 15" R C P INV = 1 2 . 5 6 ' 15" R C P INV = 1 3 . 0 3 ' 15" RC INV = 1 3 W W W W W W W W W W W W W W W W W W W W W 10+00 11+00 12+00 13+00 14+00 14+50 10 + 0 0 11+00 11+6 3 . 7 4 70L F O F 1 5 " R C P @ 0 . 4 3 % 16 15 14 1312 12131415 16 15.5 15.5 15.5 15 16 TRENCH DRAIN 19 L F O F 1 2 " HD P E @ 2 . 4 5 % LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LODLOD LOD LOD LODLODLODLODLODLOD LOD LO D LOD LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD 48LF OF 12" HDPE @ 0.00% 13 OHE OHE OHEOOOHELODODOOLODLODEELOLODDDDLODLODODLDLODOHEOHEOHEOHEDLODLODLOD OHEOHEOHE OHEOHE OHEOHE OHEOHEOHE OHEOHE HHEHE 19 L F O F 1 2 OFOF LF HD P E @ 2 E @@ PE EL E V A T I O N EL E V A T I O N STATION 10 15 20 10 15 20 10+00 11+00 12+00 13+00 14+00 14+50 EL E V A T I O N EL E V A T I O N STATION 13 15 20 13 15 20 10+00 11+00 11+75 2.00%-0.50% EL E V . 1 6 . 3 7 ST A 1 0 + 8 2 . 2 6 EL E V . 1 5 . 9 7 STA 1 1 + 6 3 . 7 5 EL E V . 1 5 . 3 9 ST A 1 0 + 3 3 . 1 1 ENGINEER PROJECT OWNER STAMP CHECKED BY PRINCIPAL IN CHARGE REVISIONS ISSUE FOR ISSUE DATE PROJECT ADDRESS PROJECT NUMBER SHEET TITLE SHEET NUMBER www.rivervieweng.com 4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882 nlauretta@rivervieweng.com DRAWN BY CO V I N G T O N F L E X DRIVEWAY GRADING PLAN CS102 DESIGN DEVELOPMENT 1026.02 3305 FREDRICKSON RD WILMINGTON, NC 28401 REVIEW - NOT FOR CONSTRUCTION SEPTEMBER 29, 2025 N. LAURETTA, PE, LEED AP NJL DA E B U I L D I N G , I N C . 711 K E R R A V E N U E WI L M I N G T O N , N C 2 8 4 0 3 NJL/JAT SCALE: 1" = 20' 20' 0 20' 40' GRAPHIC SCALE NC GRID NAD 83/2011 DRIVEWAY GRADING PLAN1SCALE: 1" = 20' NCDOT STANDARD DRAWINGS PART OF THIS SET BY REFERENCE NCDOT DETAIL DWG NO. WORK ZONE ADVANCE WARNING SIGNS 1101.01 TEMPORARY LANE CLOSURES 1101.02 TRAFFIC CONTROL DESIGN TABLES 1101.11 PORTABLE WORK ZONE SIGNS 1110.02 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS 1205.01 TEMPORARY SILT FENCE 1605.01 MATTING INSTALLATION 1631.01 COIR FIBER BAFFLE 1640.01 NCDOT NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILIZING ALL APPLICABLEAND CURRENT NCDOT STANDARD DRAWINGS INCLUDING, BUT NOTLIMITED TO, THE DRAWINGS INCLUDED OR REFERENCED WITHIN THESEPLANS AND THE APPROVED PERMIT PACKAGE. 2. UPON SUBSTANTIAL PROJECT COMPLETION, CONTRACTOR TO CLEAREXISTING CULVERTS/PIPES, CATCH BASINS, AND DITCHES ALONGFRONTAGE AND DOWNSTREAM AS NECESSARY TO ACHIEVE POSITIVEDRAINAGE. 3. ALL PROPOSED OR RELOCATED SIGNAGE SHALL BE PLACED ORREPLACED IN ACCORDANCE WITH NCDOT APPROVED BREAKAWAY SIGNSUPPORTS AS DETAILED IN DIVISION 12 IN THE NCDOT STANDARDDRAWINGS. 4. CONTRACTOR TO SAWCUT EXISTING ASPHALT FOR SMOOTH JOINT NOTALIGNED WITH WHEEL PATH. FREDRICKSON ROAD PROFILE2SCALE: HOR 1" = 20' VER 1" = 2' DRIVEWAY PROFILE3SCALE: HOR 1" = 20' VER 1" = 2' 2" SF9.5C SUPERPAVE HOT MIX ASPHALT SURFACE COURSE (NCDOT SPECIFICATION) 8" AGGREGATE BASE COURSE (NCDOT SPECIFICATION) 1 2 DRIVEWAY SECTION SCALE: NOT TO SCALE4 24.0' ASPHALT 12 ℄ 3' PLAZA1.0% MIN.2.0% MAX. FILL S L O P E (MAX. 2 : 1 ) CUT SL O P E (MAX. 1 . 5 : 1 ) FILL SL O P E (MAX. 2 : 1 ) CUT S L O P E (MAX. 1 . 5 : 1 ) -0.02 FT/FT-0.02 FT/FT EDGE OF PAVEMENT 3' PLAZA1.0% MIN.2.0% MAX. 8" AGGREGATE BASE COURSE(NCDOT SPECIFICATION) NCDOT DRIVEWAY PAVEMENT SECTION SCALE: NOT TO SCALE 2" SF9.5C SUPERPAVE HOT MIXASPHALT SURFACE COURSE(NCDOT SPECIFICATION) 5 12" COMPACTED SUBGRADE(98% OF MAXIMUM DRY DENSITY ASTM D-698) 70'X10' SIGHT DISTANCETRIANGLE (TYP.) 22 . 9 ' 34. 6 ' 75.7' R3 0 ' 63. 1 ' 69. 9 ' 35 . 3 ' END OFPAVEMENT EXISTINGDRIVEWAY EXISTINGDRIVEWAY SUTTON STEAMPLANT ROAD EXISTINGDRIVEWAY EXISTING DRIVEWAYTO BE WIDENED 24.0' 350.0' LIMITS OF SIGHTDISTANCE POSTED SPEED LIMIT 350.0' 3.5 ' 9/29/25 NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANG LE 10 ' BY 70 'S I GHT T R I ANGL E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION