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Home My WebLink AboutNCDOT Preliminary TRC Comments_Sidbury 187_6500 Block_20240528 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: May 28, 2024 Subject: Sidbury 187_ 6500 Block Sidbury Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway permit for temporary access has been submitted to NCDOT for review. x Permit # D033-065-24-00078. An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Required Roadway Improvements: The following roadway improvements are required per the approved TIA: US 117 (N College Road) and SR 1318 (Blue Clay Road) (Signalized intersection): x Phase 1 o Construct an eastbound right turn lane on SR 1318 (Blue Clay Road) with 200 feet of storage, appropriate full width deceleration and taper. o Extend the existing northbound right turn lane on US 117 (N College Road) to provide 550 feet of storage, appropriate full width deceleration, and taper. o Restripe the northbound left turn lane on US 117 (N College Road) to provide 100 feet of storage and a two way left turn lane (TWLTL) of 150 feet. o Provide overlap phasing for eastbound right turn lane and optimize the signal cycle length and timings. o Modify the signal plan to accommodate the above improvements. SR 1336 (Sidbury Road) and SR 2181 (Dairy Farm Road) (Stop-controlled intersection): x Phase 1 x Install a traffic signal. x Restripe the gore area on the eastbound approach to extend the eastbound left turn storage on SR 1336 (Sidbury Road) to 300 feet and appropriate taper. SR 1336 (Sidbury Road) and SR 2202 (Edna Buck Road) Sidbury Station Access 2: x Phase 1 o Install a traffic signal and provide necessary equipment for coordination. o Restripe the gore area on the eastbound approach to provide an exclusive eastbound left turn lane on SR 1336 (Sidbury Road) with 50 feet of storage, appropriate full width deceleration and taper. SR 1336 (Sidbury Road) and Sidbury Station Access 3 (Stop-controlled intersection): x Phase 1 o Construct an exclusive northbound right turn lane on Site Access with 100 feet of storage, appropriate full width deceleration and taper. x Full Build o Extend the eastbound right turn lane on SR 1336 (Sidbury Road) to provide 375 feet of storage, appropriate full width deceleration and taper. o Extend the westbound left turn lane on SR 1336 (Sidbury Road) to provide 100 feet of storage, appropriate full width deceleration and taper. SR 1336 (Sidbury Road) and Site Access 1 (Proposed stop-controlled intersection): x Phase 1 (Option 1): o Install a traffic signal and provide necessary equipment for coordination. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 o Construct an eastbound right turn lane on SR 1336 (Sidbury Road) with 200 feet of storage, appropriate full width deceleration and taper. o Construct a westbound left turn lane on SR 1336 (Sidbury Road) with 250 feet of storage, appropriate full width deceleration and taper. o Construct site access (northbound approach) with an internal protected stem of 200 feet, measured from the right-of-way line. The approach shall have one ingress lane and two egress lanes, configured as an exclusive left turn lane and exclusive right turn lane each with 200 feet of storage. x Phase 1 (Option 2): o Construct a single lane roundabout. o Construct northbound approach (site access) with an internal protected stem of 200 feet measured from the right-of-way, configured with one ingress and one egress lane. o Provide yield control for all approaches. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. x Figure 8-10 Recommended Treatment for Turn Lanes (Included). Site Plan Comments: If additional right of way is needed along Sidbury Road for the required roadway improvements this could impact the current design in relation to the required setbacks. Label the right of way on the plan sheets to show public or private right of way. x If the proposed development is intended to be public, you will need to go through the NCDOT Subdivision review process prior to any approvals for site development. Include roadway plans that show the required roadway improvements. x Refer to the pavement marking legend for pavement marking plans (included). Include the NCDOT Standard Drawings (2024) that are applicable to the development. Refer to the NCDOT Subdivision Manual for design requirements on the proposed island. x Figure 9 Recommended Road Connection with Interior Island (Included). Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. Mailing Address: NCDEPARTMENTOFTRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03COURIER Telephone:910-398-9100 CustomerService:1-877-368-4968 Website:ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. o Reference table 3-1 below for design requirements. Show and label all gates with distances to the right of way line, x No gates allowed within 100’ from the r/w line. Label the radii for the driveway proposed driveway/driveways. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. Know what's PROJECT DATA NAME OF PROJECT: SIDBURY 187/ GORE NEW HANOVER COUNTY, NORTH CAROLINA OWNER: CORBETT PACKAGE CO. AND CORBETT INDUSTRIES WILMINGTON, NC, 28402 DEVELOPER: D.R. HORTON 6752 PARKER FARM DR, SUITE 210 WILMINGTON, NC 28405 PHONE: (910)515-9561 CONTACT: WILL RIDDICK PREPARED BY: MCKIM & CREED, INC 243 NORTH FRONT ST WILMINGTON, NC 28401 PHONE: (910)343-1048 FAX: (910)251-8282 CONTACT: RICHARD A. MOORE, PE EMAIL: RAMOORE@MCKIMCREED.COM COUNTY AND AGENCY CONTACTS A. New Hanover County Planning Planning and Land Use 230 Government Center Drive, Suite 110 Wilmington, NC 28403 (910)798-7165 B. New Hanover County Engineering 230 Government Center Drive, Suite 160 Wilmington, NC 28402-1810 (910) 798-7051 C. New Hanover County Sediment and Erosion Control 230 Government Center Drive, Suite 160 Wilmington, NC 28403 (910) 798-7432 D. Cape Fear Public Utility Authority 235 Government Center Drive Wilmington, NC 28403 (910) 332-6626                                                                                         OVERALL SITE PLAN SCALE: NTSLEGEND AND NOTES1SCALE: 1" = 400'OVERALL SITE PLAN2 0 SCALE 1" = 400' 800400400 NOTES: WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE, SECTION 52-9. ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS DRAINAGE AND/OR UTILITY EASEMENTS. SITE DATA TABLE GENERAL INFORMATION PROPERTY OWNER(S):CORBETT PACKAGE CO. & CORBETT INDUSTRIES INC. PARCEL ID'S:R01900-002-003-000 (PORTION OF) & R02700-001-049-000 CURRENT ZONING:R15 PROPOSED USE: PERFORMANCE RESIDENTIAL LOT SETBACKS REQUIRED PROPOSED FRONT YARD 20' 20' REAR YARD 10' 10' SIDE YARD 0' 5' AREA CALCULATIONS TOTAL PROJECT AREA +/- 700.95 AC NET DEVELOPABLE AREA +/- 576.85 AC AREA WITHIN WETLANDS +/- 124.10 AC ACTIVE OPEN/ RECREATIONAL SPACE 14.45 AC PASSIVE OPEN SPACE 247.86 AC TOTAL BUILT-UPON AREA 166.56 AC AREA BREAKDOWN PER PARCEL SIDBURY 187 / CASITAS PARCEL 182.10 AC GORE PARCEL 518.85 AC MAXIMUM DENSITY 2.5 DU/AC PROPOSED UNITS 1,751 PROPOSED DENSITY 2.5 DU/AC PROPOSED UNITS TYPE COUNT SYMBOL 42' X 120'191 42' X 105-110'67 52' X 120' SINGLE FAM 63 42' X 120' SINGLE FAM 383 60' X 120' SINGLE FAM 422 52' X 120' BFR 101 42' X 120' BFR 82 TOWNHOUSE 120' DEPTH 174 TOWNHOUSE 95' DEPTH 124 DUPLEXES (CASITAS)144 TOTAL UNIT COUNT 1751 BEDROOM COUNT 1 BEDROOM UNIT (CASITAS)46 UNITS 2 BEDROOM UNIT (CASITAS)72 UNITS 3 BEDROOM UNIT (CASITAS)26 UNITS 3 BEDROOM UNITS (SIDBURY/GORE)1607 UNITS RIGHT OF WAY PROPOSED MIN. WIDTH 50' PROPOSED MAX. WIDTH 50' ACTIVE RECREATION SPACE DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-001_SITE_OVERALL.DWG ---- 05/01/2024 16:04:37 C2.4 1" = 400' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION PASSIVE OPEN SPACE SIDEWALK 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. 47 ((SEE PAAGE 25) Symbol Description Material Transport Pay Item No. Linear Length Adjustment T1 WHITE EDGELINE (4", 90 MIL) Thermo 4685000000-E 1 T2 WHITE SOLID LANE LINE (4", 90 MIL) Thermo 4685000000-E 1 T3 10 FT. WHITE SKIP (4", 90 MIL) Thermo 4685000000-E .25 T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL) Thermo 4685000000-E .25 T5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 90 MIL) Thermo 4685000000-E .25 T9 WHITE RUMBLE STRIP (4", 240 MIL) Thermo 4687000000-E 1 T10 YELLOW EDGELINE (4", 90 MIL) Thermo 4685000000-E 1 T11 YELLOW SINGLE CENTER (4", 90 MIL) Thermo 4685000000-E 1 T12 10 FT. YELLOW SKIP (4", 90 MIL) Thermo 4685000000-E .25 T13 YELLOW DOUBLE CENTER (4", 90 MIL) Thermo 4685000000-E 2 T14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 90 MIL) Thermo 4685000000-E .25 T20 WHITE EDGELINE (6", 90 MIL) Thermo 4688000000-E 1 T21 WHITE SOLID LANE LINE (6", 90 MIL) Thermo 4688000000-E 1 T22 10 FT. WHITE SKIP (6", 90 MIL) Thermo 4688000000-E .25 T23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 90 MIL) Thermo 4688000000-E .25 T24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 90 MIL) Thermo 4688000000-E .25 T30 YELLOW EDGELINE (6", 90 MIL) Thermo 4688000000-E 1 T31 YELLOW SINGLE CENTER (6", 90 MIL) Thermo 4688000000-E 1 T32 10 FT. YELLOW SKIP (6", 90 MIL) Thermo 4688000000-E .25 T33 YELLOW DOUBLE CENTER (6", 90 MIL) Thermo 4688000000-E 2 T34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 90 MIL) Thermo 4688000000-E .25 T40 WHITE GORELINE (8", 90 MIL) Thermo 4695000000-E 1 T41 WHITE DIAGONAL (8", 90 MIL) Thermo 4695000000-E 1 T42 YELLOW DIAGONAL (8", 90 MIL) Thermo 4695000000-E 1 T43 WHITE SOLID LANE LINE (8", 90 MIL) Thermo 4695000000-E 1 T44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 90 MIL) Thermo 4695000000-E .25 T45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only) Thermo 4695000000-E .5 T46 WHITE CROSSWALK LINE (8", 90 MIL) Thermo 4695000000-E 1 T50 WHITE GORELINE (12", 90 MIL) Thermo 4700000000-E 1 T51 WHITE DIAGONAL (12", 90 MIL) Thermo 4700000000-E 1 T52 YELLOW DIAGONAL (12", 90 MIL) Thermo 4700000000-E 1 T53 WHITE SOLID LANE LINE (12", 90 MIL) Thermo 4700000000-E 1 T54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 90 MIL) Thermo 4700000000-E .25 T55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only) Thermo 4700000000-E .5 T60 WHITE LINE, RR X (16", 90 MIL) Thermo 4891000000-E 1 T61 WHITE STOPBAR (24", 90 MIL) Thermo 4891000000-E 1 T62 WHITE CROSSWALK LINE (24", 90 MIL) Thermo 4891000000-E 1 T70 LEFT TURN ARROW (90 MIL) Thermo 4725000000-E 1 T71 RIGHT TURN ARROW (90 MIL) Thermo 4725000000-E 1 T72 STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T73 COMBO. LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T74 COMBO. RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T75 COMBO. LEFT/RIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T76 COMBO. LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T77 U-TURN ARROW (90 MIL) Thermo 4725000000-E 1 T78 COMBO. LEFT/U-TURN ARROW (90 MIL) Thermo 4725000000-E 1 T79 MERGE ARROW (90 MIL) Thermo 4725000000-E 1 T80 WRONG-WAY RAMP ARROW (90 MIL) Thermo 4725000000-E 1 T81 ELONGATED STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 THERMOPLASTIC 11/20/2019 Page 1 of 10 T90 BICYCLE SYMBOL, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T91 BICYCLE STRAIGHT ARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T92 BICYCLE LEFT ARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T93 BICYCLE CHARACTER, HEATED-IN-PLACE (120 MIL) Thermo 4726100000-E 1 T94 SHARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T95 BICYCLE LOOP DETECTOR, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T100 ALPHANUMERIC CHAR. (90 MIL) Thermo 4720000000-E 1 T101 HANDICAP PARKING (90 MIL) Thermo 4725000000-E 1 T102 12" YIELD LINE TRIANGLE (90 MIL) Thermo 4725000000-E 1 T103 24" YIELD LINE TRIANGLE (90 MIL) Thermo 4725000000-E 1 T104 ROUTE SHIELD 6 FT x 15 FT Thermo 4895000000-N 1 T105 ROUTE SHIELD 8 FT x 20 FT Thermo 4895000000-N 1 T110 FISH-HOOK STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) Thermo 4725000000-E 1 T117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 11/20/2019 Page 2 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment H1 WHITE EDGELINE, HRM (4", 90 MIL) Thermo 4890000000-E 1 H2 WHITE SOLID LANE LINE, HRM (4", 90 MIL) Thermo 4890000000-E 1 H3 10 FT. WHITE SKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H4 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H5 2 FT. - 6 FT./SP WHITE MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H10 YELLOW EDGELINE, HRM (4", 90 MIL) Thermo 4890000000-E 1 H11 YELLOW SINGLE CENTER, HRM (4", 90 MIL) Thermo 4890000000-E 1 H12 10 FT. YELLOW SKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H13 YELLOW DOUBLE CENTER, HRM (4", 90 MIL) Thermo 4890000000-E 2 H14 2 FT. - 6 FT./SP YELLOW MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H20 WHITE EDGELINE, HRM (6", 90 MIL) Thermo 4890000000-E 1 H21 WHITE SOLID LANE LINE, HRM (6", 120 MIL) Thermo 4890000000-E 1 H22 10 FT. WHITE SKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H23 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H24 2 FT. - 6 FT./SP WHITE MINISKI, HRM (6", 90 MIL) Thermo 4890000000-E .25 H30 YELLOW EDGELINE, HRM (6", 90 MIL) Thermo 4890000000-E 1 H31 YELLOW SINGLE CENTER, HRM (6", 90 MIL) Thermo 4890000000-E 1 H32 10 FT. YELLOW SKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H33 YELLOW DOUBLE CENTER, HRM (6", 90 MIL) Thermo 4890000000-E 2 H34 2 FT. - 6 FT./SP YELLOW MINISKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H40 WHITE GORELINE, HRM (8", 90 MIL) Thermo 4890000000-E 1 H43 WHITE SOLID LANE LINE, HRM (8", 90 MIL) Thermo 4890000000-E 1 H44 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (8", 90 MIL) Thermo 4890000000-E .25 H45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only) Thermo 4890000000-E .5 H50 WHITE GORELINE, HRM (12", 90 MIL) Thermo 4890000000-E 1 H53 WHITE SOLID LANE LINE, HRM (12", 90 MIL) Thermo 4890000000-E 1 H54 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (12", 90 MIL) Thermo 4890000000-E .25 H55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only) Thermo 4890000000-E .5 THERMOPLASTIC – HIGHLY REFLECTIVE MEDIA 11/20/2019 Page 3 of 10 Symbol Description Material Transport Pay Item No. 20 mil Linear Length Adjustment V1 WHITE EDGELINE (4", 20 MIL) Polyurea 4847010000-E 1 V2 WHITE SOLID LANE LINE (4", 20 MIL) Polyurea 4847010000-E 1 V3 10 FT. WHITE SKIP (4", 20 MIL) Polyurea 4847010000-E .25 V4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25 V5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25 V10 YELLOW EDGELINE (4", 20 MIL) Polyurea 4847010000-E 1 V11 YELLOW SINGLE CENTER (4", 20 MIL) Polyurea 4847010000-E 1 V12 10 FT. YELLOW SKIP (4", 20 MIL) Polyurea 4847010000-E .25 V13 YELLOW DOUBLE CENTER (4", 20 MIL) Polyurea 4847010000-E 2 V14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25 V20 WHITE EDGELINE (6", 20 MIL) Polyurea 4847030000-E 1 V21 WHITE SOLID LANE LINE (6", 20 MIL) Polyurea 4847030000-E 1 V22 10 FT. WHITE SKIP (6", 20 MIL) Polyurea 4847030000-E .25 V23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25 V24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25 V30 YELLOW EDGELINE (6", 20 MIL) Polyurea 4847030000-E 1 V31 YELLOW SINGLE CENTER (6", 20 MIL) Polyurea 4847030000-E 1 V32 10 FT. YELLOW SKIP (6", 20 MIL) Polyurea 4847030000-E .25 V33 YELLOW DOUBLE CENTER (6", 20 MIL) Polyurea 4847030000-E 2 V34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25 V40 WHITE GORELINE (8", 20 MIL)Polyurea 4847050000-E 1 V43 WHITE SOLID LANE LINE (8", 20 MIL) Polyurea 4847050000-E 1 V44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 20 MIL) Polyurea 4847050000-E .25 V45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 20 MIL) (Roundabouts only) Polyurea 4847050000-E .5 V50 WHITE GORELINE (12", 20 MIL) Polyurea 4847070000-E 1 V53 WHITE SOLID LANE LINE (12", 20 MIL) Polyurea 4847070000-E 1 V54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 20 MIL) Polyurea 4847070000-E .25 V55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 20 MIL) (Roundabouts only) Polyurea 4847070000-E .5 POLYUREA, 20 MIL 11/20/2019 Page 4 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment W1 WHITE EDGELINE (4", 30 MIL) Polyurea 4847020000-E 1 W2 WHITE SOLID LANE LINE (4", 30 MIL) Polyurea 4847020000-E 1 W3 10 FT. WHITE SKIP (4", 30 MIL) Polyurea 4847020000-E .25 W4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25 W5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25 W10 YELLOW EDGELINE (4", 30 MIL) Polyurea 4847020000-E 1 W11 YELLOW SINGLE CENTER (4", 30 MIL) Polyurea 4847020000-E 1 W12 10 FT. YELLOW SKIP (4", 30 MIL) Polyurea 4847020000-E .25 W13 YELLOW DOUBLE CENTER (4", 30 MIL) Polyurea 4847020000-E 2 W14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25 W20 WHITE EDGELINE (6", 30 MIL) Polyurea 4847040000-E 1 W21 WHITE SOLID LANE LINE (6", 30 MIL) Polyurea 4847040000-E 1 W22 10 FT. WHITE SKIP (6", 30 MIL) Polyurea 4847040000-E .25 W23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25 W24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25 W30 YELLOW EDGELINE (6", 30 MIL) Polyurea 4847040000-E 1 W31 YELLOW SINGLE CENTER (6", 30 MIL) Polyurea 4847040000-E 1 W32 10 FT. YELLOW SKIP (6", 30 MIL) Polyurea 4847040000-E .25 W33 YELLOW DOUBLE CENTER (6", 30 MIL) Polyurea 4847040000-E 2 W34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25 W40 WHITE GORELINE (8", 30 MIL) Polyurea 4847060000-E 1 W43 WHITE SOLID LANE LINE (8", 30 MIL) Polyurea 4847060000-E 1 W44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 30 MIL) Polyurea 4847060000-E .25 V45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 30 MIL) (Roundabouts only) Polyurea 4847060000-E .5 W50 WHITE GORELINE (12", 30 MIL) Polyurea 4847080000-E 1 W53 WHITE SOLID LANE LINE (12", 30 MIL) Polyurea 4847080000-E 1 W54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 30 MIL) Polyurea 4847080000-E .25 W55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 30 MIL) (Roundabouts only) Polyurea 4847080000-E .5 POLYUREA, 30 MIL 11/20/2019 Page 5 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment P1 WHITE EDGELINE (4") Paint 4810000000-E 1 P2 WHITE SOLID LANE LINE (4") Paint 4810000000-E 1 P3 10 FT. WHITE SKIP (4") Paint 4810000000-E .25 P4 3 FT. - 9 FT./SP WHITE MINISKIP (4") Paint 4810000000-E .25 P5 2 FT. - 6 FT./SP WHITE MINISKIP (4") Paint 4810000000-E .25 P10 YELLOW EDGELINE (4") Paint 4810000000-E 1 P11 YELLOW SINGLE CENTER (4") Paint 4810000000-E 1 P12 10 FT. YELLOW SKIP (4") Paint 4810000000-E .25 P13 YELLOW DOUBLE CENTER (4") Paint 4810000000-E 2 P14 2 FT. - 6 FT./SP YELLOW MINISKIP (4") Paint 4810000000-E .25 P20 WHITE EDGELINE (6") Paint 4815000000-E 1 P21 WHITE SOLID LANE LINE (6") Paint 4815000000-E 1 P22 10 FT. WHITE SKIP (6") Paint 4815000000-E .25 P23 3 FT. - 9 FT./SP WHITE MINISKIP (6") Paint 4815000000-E .25 P24 2 FT. - 6 FT./SP WHITE MINISKIP (6") Paint 4815000000-E .25 P30 YELLOW EDGELINE (6") Paint 4815000000-E 1 P31 YELLOW SINGLE CENTER (6") Paint 4815000000-E 1 P32 10 FT. YELLOW SKIP (6") Paint 4815000000-E .25 P33 YELLOW DOUBLE CENTER (6") Paint 4815000000-E 2 P34 2 FT. - 6 FT./SP YELLOW MINISKIP (6") Paint 4815000000-E .25 P40 WHITE GORELINE (8") Paint 4820000000-E 1 P41 WHITE DIAGONAL (8") Paint 4820000000-E 1 P42 YELLOW DIAGONAL (8") Paint 4820000000-E 1 P43 WHITE SOLID LANE LINE (8") Paint 4820000000-E 1 P44 3 FT. - 9 FT./SP WHITE MINISKIP (8") Paint 4820000000-E .25 P45 3 FT. - 3 FT./SP WHITE MINISKIP (8") (Roundabouts only) Paint 4820000000-E .5 P46 WHITE CROSSWALK LINE (8") Paint 4820000000-E 1 P50 WHITE GORELINE (12") Paint 4825000000-E 1 P51 WHITE DIAGONAL (12") Paint 4825000000-E 1 P52 YELLOW DIAGONAL (12") Paint 4825000000-E 1 P53 WHITE SOLID LANE LINE (12") Paint 4825000000-E 1 P54 3 FT. - 9 FT./SP WHITE MINISKIP (12") Paint 4825000000-E .25 P55 3 FT. - 3 FT./SP WHITE MINISKIP (12") (Roundabouts only) Paint 4825000000-E .5 P60 WHITE LINE, RR X (16") Paint 4830000000-E 1 P61 WHITE STOPBAR (24") Paint 4835000000-E 1 P62 WHITE CROSSWALK LINE (24") Paint 4835000000-E 1 P70 LEFT TURN ARROW Paint 4845000000-E 1 P71 RIGHT TURN ARROW Paint 4845000000-E 1 P72 STRAIGHT ARROW Paint 4845000000-E 1 P73 COMBO. LEFT/STRAIGHT ARROW Paint 4845000000-E 1 P74 COMBO. RIGHT/STRAIGHT ARROW Paint 4845000000-E 1 P75 COMBO. LEFT/RIGHT ARROW Paint 4845000000-E 1 P76 COMBO. LEFT/RIGHT/STRAIGHT ARROW Paint 4845000000-E 1 P77 U-TURN ARROW Paint 4845000000-E 1 P78 COMBO. LEFT/U-TURN ARROW Paint 4845000000-E 1 P79 MERGE ARROW Paint 4845000000-E 1 P80 WRONG-WAY RAMP ARROW Paint 4845000000-E 1 P81 ELONGATED STRAIGHT ARROW Paint 4845000000-E 1 P90 BICYCLE SYMBOL Paint 4845000000-E 1 P91 BICYCLE STRAIGHT ARROW Paint 4845000000-E 1 P92 BICYCLE LEFT ARROW Paint 4845000000-E 1 P93 BICYCLE CHARACTER Paint 4840000000-E 1 P94 SHARROW Paint 4845000000-E 1 P95 BICYCLE LOOP DETECTOR Paint 4845000000-E 1 PAINT 11/20/2019 Page 6 of 10 P100 ALPHANUMERIC CHARACTER Paint 4840000000-E 1 P101 HANDICAP PARKING Paint 4845000000-E 1 P102 12" YIELD LINE TRIANGLE Paint 4845000000-E 1 P103 24" YIELD LINE TRIANGLE Paint 4845000000-E 1 P110 FISH-HOOK STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) Paint 4845000000-E 1 P114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) Paint 4845000000-E 1 P117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 11/20/2019 Page 7 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment C1 WHITE EDGELINE (4") CAP 4770000000-E 1 C2 WHITE SOLID LANE LINE (4") CAP 4770000000-E 1 C3 10 FT. WHITE SKIP (4") CAP 4770000000-E .25 C4 3 FT. - 9 FT./SP WHITE MINISKIP (4") CAP 4770000000-E .25 C5 2 FT. - 6 FT./SP WHITE MINISKIP (4") CAP 4770000000-E .25 C10 YELLOW EDGELINE (4") CAP 4770000000-E 1 C11 YELLOW SINGLE CENTER (4") CAP 4770000000-E 1 C12 10 FT. YELLOW SKIP (4") CAP 4770000000-E .25 C13 YELLOW DOUBLE CENTER (4") CAP 4770000000-E 2 C14 2 FT. - 6 FT./SP YELLOW MINISKIP (4") CAP 4770000000-E .25 C20 WHITE EDGELINE (6") CAP 4775000000-E 1 C21 WHITE SOLID LANE LINE (6") CAP 4775000000-E 1 C22 10 FT. WHITE SKIP (6") CAP 4775000000-E .25 C23 3 FT. - 9 FT./SP WHITE MINISKIP (6") CAP 4775000000-E .25 C24 2 FT. - 6 FT./SP WHITE MINISKIP (6") CAP 4775000000-E .25 C30 YELLOW EDGELINE (6") CAP 4775000000-E 1 C31 YELLOW SINGLE CENTER (6") CAP 4775000000-E 1 C32 10 FT. YELLOW SKIP (6") CAP 4775000000-E .25 C33 YELLOW DOUBLE CENTER (6") CAP 4775000000-E 2 C34 2 FT. - 6 FT./SP YELLOW MINISKIP (6") CAP 4775000000-E .25 C40 WHITE GORELINE (8") CAP 4780000000-E 1 C41 WHITE DIAGONAL (8") CAP 4780000000-E 1 C42 YELLOW DIAGONAL (8") CAP 4780000000-E 1 C43 WHITE SOLID LANE LINE (8") CAP 4780000000-E 1 C44 3 FT. - 9 FT./SP WHITE MINISKIP (8") CAP 4780000000-E .25 C45 3 FT. - 3 FT./SP WHITE MINISKIP (8") (Roundabouts only) CAP 4780000000-E .5 C46 WHITE CROSSWALK LINE (8") CAP 4780000000-E 1 C50 WHITE GORELINE (12") CAP 4785000000-E 1 C51 WHITE DIAGONAL (12") CAP 4785000000-E 1 C52 YELLOW DIAGONAL (12") CAP 4785000000-E 1 C53 WHITE SOLID LANE LINE (12") CAP 4785000000-E 1 C54 3 FT. - 9 FT./SP WHITE MINISKIP (12") CAP 4785000000-E .25 C55 3 FT. - 3 FT./SP WHITE MINISKIP (12") (Roundabouts only) CAP 4785000000-E .5 C60 WHITE LINE, RR X (16") CAP 4790000000-E 1 C61 WHITE STOPBAR (24") CAP 4795000000-E 1 C62 WHITE CROSSWALK LINE (24") CAP 4795000000-E 1 C70 LEFT TURN ARROW CAP 4805000000-E 1 C71 RIGHT TURN ARROW CAP 4805000000-E 1 C72 STRAIGHT ARROW CAP 4805000000-E 1 C73 COMBO. LEFT/STRAIGHT ARROW CAP 4805000000-E 1 C74 COMBO. RIGHT/STRAIGHT ARROW CAP 4805000000-E 1 C75 COMBO. LEFT/RIGHT ARROW CAP 4805000000-E 1 C76 COMBO. LEFT/RIGHT/STRAIGHT ARROW CAP 4805000000-E 1 C77 U-TURN ARROW CAP 4805000000-E 1 C78 COMBO. LEFT/U-TURN ARROW CAP 4805000000-E 1 C79 MERGE ARROW CAP 4805000000-E 1 C80 WRONG-WAY RAMP ARROW CAP 4805000000-E 1 C81 ELONGATED STRAIGHT ARROW CAP 4805000000-E 1 C90 BICYCLE SYMBOL CAP 4805000000-E 1 C91 BICYCLE STRAIGHT ARROW CAP 4805000000-E 1 C92 BICYCLE LEFT ARROW CAP 4805000000-E 1 C93 BICYCLE CHARACTER CAP 4800000000-E 1 C94 SHARROW CAP 4805000000-E 1 C95 BICYCLE LOOP DETECTOR CAP 4805000000-E 1 COLD APPLIED PLASTIC 11/20/2019 Page 8 of 10 C100 ALPHANUMERIC CHARACTER CAP 4800000000-E 1 C101 HANDICAP PARKING CAP 4805000000-E 1 C102 12" YIELD LINE TRIANGLE CAP 4805000000-E 1 C103 24" YIELD LINE TRIANGLE CAP 4805000000-E 1 C110 FISH-HOOK STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) CAP 4805000000-E 1 C114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) CAP 4805000000-E 1 C117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 11/20/2019 Page 9 of 10 PAVEMENT MARKERS Symbol Description Color Transport Pay Item No. MA PERMANENT RAISED MARKER Yellow & Yellow 4900000000-N MB PERMANENT RAISED MARKER Crystal & Red 4900000000-N MC PERMANENT RAISED MARKER Yellow & Red 4900000000-N MD PERMANENT RAISED MARKER Yellow 4900000000-N ME SNOWPLOWABLE MARKER Yellow & Yellow 4905000000-N MF SNOWPLOWABLE MARKER Crystal & Red 4905000000-N MG SNOWPLOWABLE MARKER Yellow & Red 4905000000-N ML PERMANENT RAISED MARKER Crystal & Crystal 4900000000-N MO SNOWPLOWABLE MARKER Crystal & Crystal 4905000000-N 11/20/2019 Page 10 of 10 May 7, 2024 Mr. AJ Anastopoulo, PE DAVENPORT 5917 Oleander Drive, Suite 206 Wilmington, NC 28403 RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed Sidbury 187 (Gore Tract) residential development in New Hanover County, NC. Dear Mr. Anastopoulo: The WMPO, NCDOT and New Hanover County staffs have reviewed the Sidbury 187 TIA (sealed April 08, 2024) and based on the information provided and conversations held to date, it is our understanding that the proposed development will be built out in three (3) phases and consists of the following land uses: Phase 1 (build year 2029): o ITE Land Use Code 210 –324 Single Family detached housing o ITE Land Use Code 215 –144 Townhomes Phase 2 (build year 2030): o ITE Land Use Code 210 – 601 Single Family detached housing o ITE Land Use Code 215 –268 Townhomes Full Build (build year 2032): o ITE Land Use Code 210 – 1312 Single Family detached housing o ITE Land Use Code 215 – 442 Townhomes Based upon the review of the analysis provided, the following improvements are required of this development: Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County) Page 2 of 4 US 117 (N College Road) and SR 1318 (Blue Clay Road) (Signalized intersection) Phase 1 x Construct an eastbound right turn lane on SR 1318 (Blue Clay Road) with 200 feet of storage, appropriate full width deceleration and taper. x Extend the existing northbound right turn lane on US 117 (N College Road) to provide 550 feet of storage, appropriate full width deceleration, and taper. x Restripe the northbound left turn lane on US 117 (N College Road) to provide 100 feet of storage and a two way left turn lane (TWLTL) of 150 feet. x Provide overlap phasing for eastbound right turn lane and optimize the signal cycle length and timings. x Modify the signal plan to accommodate the above improvements. Phase 2 & Full Build x No additional improvements are required. SR 1318 (Blue Clay Road) and SR 1336 (Sidbury Road) (Stop-controlled intersection) Phase 1, Phase 2 & Full Build x No improvements are required. SR 1336 (Sidbury Road) and SR 2181 (Dairy Farm Road) (Stop-controlled intersection) Phase 1 x Install a traffic signal. x Restripe the gore area on the eastbound approach to extend the eastbound left turn storage on SR 1336 (Sidbury Road) to 300 feet and appropriate taper. Phase 2 & Full Build x No additional improvements are required. SR 1336 (Sidbury Road) and Buck Drive/Sidbury Station Access 1 Phase 1, Phase 2 & Full Build x No improvements are required. SR 1336 (Sidbury Road) and SR 2202 (Edna Buck Road)/Sidbury Station Access 2 Phase 1 x Install a traffic signal and provide necessary equipment for coordination. x Restripe the gore area on the eastbound approach to provide an exclusive eastbound left turn lane on SR 1336 (Sidbury Road) with 50 feet of storage, appropriate full width deceleration and taper. Phase 2 & Full Build x No additional improvements are required. Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County) Page 3 of 4 SR 1336 (Sidbury Road) and Sidbury Station Access 3 (Stop-controlled intersection) Phase 1 x Construct an exclusive northbound right turn lane on Site Access with 100 feet of storage, appropriate full width deceleration and taper. Phase 2 x No improvements are required. Full Build x Extend the eastbound right turn lane on SR 1336 (Sidbury Road) to provide 375 feet of storage, appropriate full width deceleration and taper. x Extend the westbound left turn lane on SR 1336 (Sidbury Road) to provide 100 feet of storage, appropriate full width deceleration and taper. US 17 and SR 1336 (Sidbury Road) (Signalized intersection) Phase 1, Phase 2 & Full Build x No improvements are required. SR 1336 (Sidbury Road) and Site Access 1 (Proposed stop-controlled intersection) Phase 1 Option 1 x Install a traffic signal and provide necessary equipment for coordination. x Construct an eastbound right turn lane on SR 1336 (Sidbury Road) with 200 feet of storage, appropriate full width deceleration and taper. x Construct a westbound left turn lane on SR 1336 (Sidbury Road) with 250 feet of storage, appropriate full width deceleration and taper. x Construct site access (northbound approach) with an internal protected stem of 200 feet, measured from the right-of-way line. The approach shall have one ingress lane and two egress lanes, configured as an exclusive left turn lane and exclusive right turn lane each with 200 feet of storage. Option 2 x Construct a single lane roundabout. x Construct northbound approach (site access) with an internal protected stem of 200 feet measured from the right-of-way, configured with one ingress and one egress lane. x Provide yield control for all approaches. Phase 2 & Full Build x No additional improvements are required. Legend Black - Existing Infrastructure Blue - Phase 1 Required Infrastructure Green - Phase 2 Required Infrastructure Purple - Full Build Required Infrastructure Red - Committed improvement -Stop Control -Signal - Roundabout 1. Provide overlap phasing for eastbound right turn lane and optimize the signal cycle length and timings. 2. Modify the signal plan to accommodate the above improvements. Blue Clay Road 55 0 ' 300' 10 0 ' s t o r a g e , 1 5 0 ' T W L T L Bl u e C l a y Ro a d US 1 1 7 US 1 1 7 Da i r y F a r m Ro a d 1. Install a traffic signal. 2. Restripe the gore area on the eastbound approach to extend the eastbound left turn storage to 300 feet and appropriate taper. Bu c k Dr i v e Si d b u r y S t a t i o n Ac c e s s 1 Ed n a B u c k Dr i v e Si d b u r y S t a t i o n Ac c e s s 2 1. Install a traffic signal and provide necessary equipment for coordination. 2. Restripe the gore area on the eastbound approach to provide an exclusive eastbound left turn lane on Sidbury Road with 50 feet of storage, appropriate full width deceleration and taper. Si t e A c c e s s 1 50'375' 100' 10 0 ' 250' 20 0 ' 20 0 ' 200' Option 1 1. Install a traffic signal and provide necessary equipment for coordination Option 2 1. Construct a single lane roundabout. 2. Construct northbound approach (site access) with an internal protected stem of 200 feet measured from the right-of-way, configured with one ingress and one egress lane. 3. Provide yield control for all approaches. Si t e Ac c e s s 1 Sidbury Road Sidbury Road Sidbury Road 20 0 ' i n t e r n a l st e m Option 2 Sidbury Road Si d b u r y S t a t i o n Ac c e s s 3 Attachment - Required Improvements for Sidbury 187 TIA