The URL can be used to link to this page

Home My WebLink About7245 Market St Cookout - Commercial Site Plan TRC Comments Compiled Cookout – 7245 Market St – TRC Review Page | 1 To: Jeremy Reaves, Cookout (Roos Diner Inc.), jreaves@cookout.com Michael Hicks, Sambatek, mhicks@sambatek.com From: Zach Dickerson, Senior Planner Date: January 8, 2025 TRC PID#: R04400-002-036-000 Egov# SITECN-24-000056 Subject: 7245 Market St – Cookout - TRC Review The following comments have been received for the January 8, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised site plan addressing each of the below items must be resubmitted prior to receiving site plan approval. Planning, Zach Dickerson 910-798-7450 1. General Comments a. Zoning is B-2, restaurant use permitted by-right. b. Site Plan Review Invoice: INV-00134314 for $75.00 is available for payment at www.nhcgov.com/coast. 2. UDO Section 5.1, Parking and Loading a. Restaurant use requires 6 parking spaces per 1,000 sq ft of seating area. b. Building is 4,163 sq ft, please confirm amount of interior/exterior seating area. c. 26 parking spaces are being retained from the existing conditions, and it appears that 14 are in the rear for a total of 40 parking spaces on-site. 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. Cookout – 7245 Market St – TRC Review Page | 2 b. It’s possible that a Traffic Impact Analysis will be required for this project given the potential traffic generated, but I will let the WMPO make that determination. 4. UDO Section 5.3, Tree Retention a. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. b. It does not appear any trees will be removed for this project. Please confirm. 5. UDO Section 5.4, Landscaping and Buffering a. All surrounding parcels are zoned B-2, no transitional buffers required. b. Parking Lot Landscaping i. For parking lot landscaping, please confirm total amount of interior parking lot and drive aisles. At a cursory measurement, it looks like the new parking area is ~4,100 sq ft, excluding drive aisles around it. ii. Parking lot landscaping is calculated at 8% of square footage of parking lot and internal drive aisle. iii. At a cursory glance, it looks like the 4 parking lot islands to the rear will satisfy this requirement. c. Foundation Plantings i. Foundation Plantings are required for all parts of the building that face parking or internal drive aisles. ii. Drive-thru areas are exempt from this requirement. iii. Per aerial imagery, it looks like there are some foundation plantings around the building, please confirm these are being retained. iv. Per the landscape plan, there are new plantings along the front of the building, is that correct? It would be helpful if the landscape plan showed new plantings and existing ones being retained. d. Street Yard i. Aerial imagery shows there is some street yard on the site already. ii. B-2 requires 25 square feet per linear foot of street frontage. Cookout – 7245 Market St – TRC Review Page | 3 iii. Please confirm if the existing street yard meets the requirements per section 5.4.6, street yard plantings. 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 new lighting proposed for the site? 7. UDO Section 5.6, Signs a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the UDO for standards. 8. UDO Section 5.7, Conservation Resources a. The New Hanover County Conservation Resources map indicates there are small pockets of Pocosin on this site. However, they do not hit the 5-acre minimum to trigger the Conservation Resource requirements. NHC Fire Services, David Stone 910-798-7458 1. No comments. NHC Soil & Water Conservation, Brian Dadson 910-798-7138 1. See attached. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing permit issued by the County is required for this project if the anticipated limits of disturbance is greater than 1 acre. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. Should the land disturbance remain below 1 acre, no land disturbing permit is required. 2. A revision to the stormwater permit (686-11/01/16) issued by the County and a transfer of ownership form must be completed this project. Please submit the permit revision documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync-energovpub.tylerhost.net/apps/selfservice#/home). Application and forms can be found at https://www.nhcgov.com/251/Stormwater. 3. Please contact the State for their stormwater permitting requirements. It is anticipated a minor modification to the high density permit (SW8160909) will be necessary. Cookout – 7245 Market St – TRC Review Page | 4 NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public sewer. 7239 Market St, an adjacent, property is on a septic system. Any new storm water improvements must maintain setbacks to this properties septic system. 2. Site plan reflects connection to public water. 3. Restaurant plans must be submitted and approved by the NC Environmental Health Plan Review Unit. Approval will be needed prior to building permit issuance. NHC Addressing, McCabe Watson 910-798-7068 1. Existing address is acceptable. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan- Review-103. 3. CFPUA water and sewer available with existing services. 4. Meter Sizing Form will be required to determine if existing meter is sufficient, and if a CFPUA Utility Plan review will be required. NCDOT, Nick Drees 910-343-3915 1. See attachment. WMPO, Greer Templer 910-341-0107 1. See attachment. Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comments Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila TO: New Hanover County Planning Department, December 20th, 2024 FROM: Dru Harrison, Director RE: 7245 Market St - Cookout I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Leon sand (Le) and Seagate fine sand (Se). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability”, Seagate is a Class II soil, and Leon is a Class III soil. The Soil Survey of New Hanover County lists Seagate as somewhat poorly drained and Leon as poorly drained. Leon is on the New Hanover County Hydric Soils A list which means they are possibly wetland areas and subject to regulation under the Clean Water Act. Seagate is on the Hydric Soils B list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all the soils on this site. The limitations are due to flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing. The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations. United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for New Hanover County, North Carolina 7245 Market St- Cookout Natural Resources Conservation Service December 20, 2024 9 Custom Soil Resource Report Soil Map 37 9 6 1 2 0 37 9 6 1 5 0 37 9 6 1 8 0 37 9 6 2 1 0 37 9 6 2 4 0 37 9 6 2 7 0 37 9 6 3 0 0 37 9 6 1 2 0 37 9 6 1 5 0 37 9 6 1 8 0 37 9 6 2 1 0 37 9 6 2 4 0 37 9 6 2 7 0 37 9 6 3 0 0 240450 240480 240510 240540 240570 240600 240630 240660 240690 240720 240750 240450 240480 240510 240540 240570 240600 240630 240660 240690 240720 34° 16' 32'' N 77 ° 4 9 ' 9 ' ' W 34° 16' 32'' N 77 ° 4 8 ' 5 7 ' ' W 34° 16' 25'' N 77 ° 4 9 ' 9 ' ' W 34° 16' 25'' N 77 ° 4 8 ' 5 7 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300 Feet 0 20 40 80 120 Meters Map Scale: 1:1,400 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 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: December 19, 2024 Subject: Cook Out – 7245 Market Street ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx 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. 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). Required Roadway Improvements: A TIA is required for the proposed development. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. 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 Site Plan Comments: Refer to the Policy on Street and Driveway Access to North Carolina Highways for additional deign information in related to drive thru design (page 32). Drainage/Stormwater Conveyance: x If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. Include/update the NCDOT Standard Drawings (2024) that are applicable to the developments activity in the right of way. 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. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. 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. This development is located within an active NCDOT STIP Project U-4902D. You can coordinate with the district office with any questions 910-398-9100. 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 GAS COMPANYPIEDMONT NATURAL GASCONTACT: CARL PAQUETPHONE: 910.250.2242 PLANNINGNEW HANOVER COUNTY PLANNING DEPARTMENTCONTACT: LINDA PAINTERPHONE: 910.798.7068 WATER AND SEWERCAPE FEAR PUBLIC UTILITY AUTHORITYCONTACT: FRANK STYERSPHONE: 910.332.6670 ELECTRIC COMPANYPROGRESS ENERGYCONTACT: KEVIN LEATHERWOODPHONE: 910.602.4304 FIREEMERGENCY DIAL 911POLICE-FIRE-RESCUE TELEPHONE COMPANYBELL SOUTHCONTACT: STEVE DAYVAULTPHONE:910.392.8712 INTERNETTIME WARNER CABLEPHONE: 910.763.4638 SHEET INDEX SHEET DESCRIPTION C-1.01 TITLE PAGE C-2.01 EXISTING CONDITIONS C-2.02 DEMOLITION PLAN C-3.01 SITE PLAN C-4.01 GRADING PLAN C-5.01 NPDES STABILIZATION PLAN C-5.02 NPDES DETAILS C-7.01 LANDSCAPE PLAN C-9.01 DETAILS I for CONSTRUCTION DRAWINGS COOK OUT 7245 MARKET STREET NO SCALE VICINITY MAP SITE COUNTY OF NEW HANOVER SPECIFICATONS 2024 CONSULTANT CONTACT LIST: UTILITY & GOVERNING AGENCIES CONTACT LIST: GOVERNING SPECIFICATIONS DEVELOPMENT SUMMARY AREATOTAL SITE AREADISTURBED AREAEXISTING IMPERVIOUS AREAPROPOSED IMPERVIOUS AREA BUILDING AREA PARKING SUMMARYSTANDARD REQUIRED ADA REQUIRED STANDARD PROVIDED ADA PROVIDED SETBACKSFRONT YARDREAR YARDSIDE YARD ZONINGEXISTING ZONINGPROPOSED ZONING 85,308 SF 1.96 AC13,668 SF 0.31 AC37,622 SF 0.86 AC38,122 SF 0.87 AC 4,163 SF 1 STALLS PER 80 SF EXCLUSIVE OFRESTROOM AND KITCHEN FACILITIES4 STALLS (1 VAN) 46 STALLSMAX SEATING AREA < 3,680 SF4 STALLS (1 VAN) 50 FT35 FT50 FT B-2B-2 Wilmington, North Carolina 15 LAURA LANE, SUITE 300 THOMASVILLE, NC 27360 DEVELOPER/OWNERCOOK OUT15 LAURA LANE, SUITE 300THOMASVILLE, NC 27360PHONE: 919.215.7025 ARCHITECTSUMMEY ENGINEERING ASSOCIATES, PLLCENGINEERING -CONSULTING - SURVEYINGP.O. BOX 968ASHEBORO, NC 27204EMAIL: tonyia@summeyengineering.comOFFICE: 336.328.0902FAX: 336.328.0922 CIVIL ENGINEERSAMBATEK NC P.C.8312 CREEDMOOR ROADRALEIGH, NC 27613EMAIL: mhicks@sambatek.comCONTACT: MICHAEL HICKS PHONE: 919.848.6121 LANDSCAPE ARCHITECTSAMBATEK12800 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343EMAIL: jworkman@sambatek.com CONTACT: JOHNNIE WORKMANPHONE: 763.476.6010 SURVEYORSAMBATEK NC P.C.8312 CREEDMOOR ROADRALEIGH, NC 27613EMAIL: astock@sambatek.comCONTACT: AARON STOCKPHONE: 919.848.6121 24 HOUR CONTACT KYLE ULANDERCONSTRUCTION MANAGERTELEPHONE: (336) 867-8800 Know what's R nc811.org or 1-800-632-4949 NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT 24. 1 S ( L M S T E C H ) | N I C K G O L L I F E R | 1 1 / 1 3 / 2 0 2 4 1 2 : 5 7 : 5 7 P M X:\ O U T - C O O K O U T \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 1 . 0 1 - T I T L E - N C . D W G : C 1 . 0 1 T I T L E P A G E CONSTRUCTION DOCUMENTS© 2021 Sambatek COOK OUT RESTAURANT 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 WE N D O V E R L N MAR K E T S T / H W Y 1 7 LE N D I R E R D OG D E N B U S I N E S S R D MAR K E T S T / H W Y 1 7 11/13/2024 13030.00SEARCH 13040.00SEARCH D D RIGH T - O F - W A Y 49.3 17.1 6.0 40.6 6.0 21.879.5 49.3 38.4 8.0 SINGLE STORYSTEEL AND STUCCOBUILDINGFFE = 48.47'AREA = 4,163.0 SQ FT GARBAGE CORRAL N/F KEVIN AND PAULINE DUNNEDEED BOOK 6549, PAGE 2546PID : R04400-002-035-000 ROOS DINER INCDEED BOOK 6501 PAGE 1906PID : R04400-002-036-000 85,308 SQ.FT.1.96 ACRES MAR K E T S T R E E T - U . S . H I G H W A Y 1 7 (10 0 ' P U B L I C R / W ) A S P H A L T R O A D HANDICAPPARKINGSIGN SINGLE POLE SIGNHEIGHT = 24.5' BOLLARD(TYP) N5 0 ° 0 7 ' 3 0 " W S36 ° 4 0 ' 4 2 " W CUR B & G U T T E R ( T Y P ) CU R B & G U T T E R ( T Y P ) CURB & G U T T E R ( T Y P ) EDG E O F P A V E M E N T ( T Y P ) EDG E O F P A V E M E N T ( T Y P ) EDGE O F P A V E M E N T ( T Y P ) CONC R E T E SIDE W A L K (TYP ) PROP O S E D R I G H T - O F - W A Y FENCE CROSSESPROPERTY LINE FENCE MEANDERS ALONGPROPERTY LINE 15 11 2 EIP (BENT) FOUNDFOR REFERENCES28°01'32"W 2.05'FROM CORNER 2" EIP 12" REBAR FOUND 42.99 63.23 102. 9 6 49 5 . 0 1 ' ( T O T A L ) S40° 3 3 ' 5 7 " W 2 8 5 . 1 1 ' WOOD FENCE T.B.M. RAILROAD SPIKE INUTILITY POLEELEV = 45.90' NAD 83(2011) 1" EIP FOUNDCONTROL POINTN.C.G.S. COORDINATESN=192,868.18 E=2,357,327.71NAD83(2011) FENCE ENCROACHMENT 1.98 DOT R/W DISK S39° 3 8 ' 4 1 " W 1 8 0 . 2 6 ' PRO P O S E D R I G H T - O F - W A Y 194. 8 4 ' 14. 3 0 ' N42° 2 9 ' 3 8 " E 1 6 7 . 4 9 RIGH T - O F - W A Y A L O N G S U B J E C T P R O P E R T Y C U R R E N T L Y U N D E R C O N S T R U C T I O N EIP (BENT) FOUNDFOR REFERENCES12°21'01"W 1.14'FROM CORNER S53 ° 2 3 ' 4 2 " E 4 7 7 . 2 7 ' UN D E R G R O U N D T E L E P E R F I E L D M A R K I N G S FENCE ENCROACHMENT 2.32 CHAIN LINK FENCE (TYP) PERMANENT UTILITY EASEMENTDEED BOOK 6095, PAGE 2595 30. 0 0 20. 0 0 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 20' A T & T E A S E M E N T MB 64 , P G 1 6 2 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 30.00 N/F 7241 MARKET STREET, LLCDEED BOOK 6615, PAGE 1227PID : R04400-001-006-000 RIGH T - O F - W A Y 50' F R O N T S E T B A C K 26.4 ' 12.0 ' 12.7 ' 15.6 ' 12.0 ' 12.0 ' 5.0' 18.0 ' 24. 0 ' 18. 0 ' 4.9' 12.0 ' 9.0' 12.0 ' DO N O T E N T E R HATCHED AREA DENOTESNEW ASPHALT PAVEMENT 8'R 5'R 5'R 5'R 20'R 20'R 5'R 5'R 8'R 5'R 10'R 20'R 20'R 10'R 3'R10'R SCALE IN FEET 06030 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THISQUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARDGUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THECONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CALLING 811 FOR THE LOCAL NOTIFICATION CENTER. THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES,WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICHCONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. A. CONSTRUCT 2.0' STANDARD CONCRETE SPILLING CURB AND GUTTER PERDETAIL SHEET B. CONSTRUCT 2.0' STANDARD CONCRETE CATCHING CURB AND GUTTERPER DETAIL SHEET C. CONSTRUCT HANDICAP RAMP D. EXISTING CONCRETE ACCESSIBLE RAMP E. EXISTING ACCESSIBLE PARKING STALL F. EXISTING ACCESSIBLE PARKING SIGN PER DETAIL SHEET G. EXISTING "VAN ACCESSIBLE" HANDICAP PARKING SIGN PER DETAIL SHEET H. CONCRETE PAVEMENT PER DETAIL SHEET I. ASPHALT PAVEMENT PER DETAIL SHEET J. EXISTING ELECTRICAL METER AND MAIN PANEL K. EXISTING DUMPSTER PAD L. EXISTING CONCRETE WHEEL STOP M. MENU BOARD, COORDINATE WITH OWNER N. PAINT 4" WIDE STRIPE, WHITE PAINT, MINIMUM FLOW RATE OF 100 SFPER GALLON (PAINT FEDERAL STANDARD: TT-P1952D) O. NOT USED P. PAINT "STOP" AND "DO NOT ENTER" PER MUTCD Q. PAINT TRAFFIC ARROWS PER DETAIL SHEET R. SITE IDENTIFICATION SIGN. COORDINATE WITH OWNER AND CITY. S. MATCH EXISTING CURB AND GUTTER T. ASPHALT/CONCRETE TRANSITION PER DETAIL SHEET U. INSTALL STEEL PIPE BOLLARD PER DETAIL SHEET V. MATCH EXISTING PAVEMENT W. MATCH EXISTING CONCRETE SIDEWALK X. PAINT CROSS WALK PER DETAIL SHEET Z. PAINT 24" WHITE STOP BAR PER MUTCD AA. PROPOSED CONCRETE FLUME BB. SEAL COAT EXISTING ASPHALT PAVEMENT KEY NOTES PROPOSED EXISTING LEGEND RETAINING WALL WETLAND TREE LINE SAW CUT LINE BOLLARD PARKING STALL COUNT## A KEY NOTE CONCRETEPAVING CONCRETE SIDEWALK BOUNDARY LINE EASEMENT LINE CONCRETE CURB BUILDING LINE SIGN 1. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLEINFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITYOWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND LOCALCODES. 3. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNERPRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONOF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 4. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFYTHAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION ORFABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANYOTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES.FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TOASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANYREGULATORY AUTHORITY. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED ANDAPPLICABLE STATE, COUNTY AND LOCAL CODES. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES ANDRIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BEPROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 7. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESSCOORDINATED WITH RESPECTIVE UTILITY. 8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OROUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS. 9. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 10. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 11. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES. 13. GENERAL CONTRACTOR WILL ERECT AND ILLUMINATE A SITE IDENTIFICATION SIGN, PER OWNER'SSPECIFICATION. COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE. 14. FINISH CURB AND WALK ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE UNLESS NOTEDDIFFERENT ON PLAN. 15. CONTRACTOR SHALL ENSURE THAT ADEQUATE SITE LIGHTING IS PROVIDED PER OWNER'SSPECIFICATIONS. 16. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE, UNLESS OTHERWISE INDICATED. 17. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES ANDOTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OFCONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. 18. ALL DISTURBED AREAS SHALL HAVE TEMPORARY SEEDING AND MULCHING. ALL AREAS THAT AREPLANNED TO BE BARE FOR MORE THAN 45 DAYS SHALL BE SEEDED AND MULCHED WITHIN SEVEN (7)DAYS. 19. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THELOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERESHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTSHAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGESOR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THECONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-SUBSCRIBING UTILITIES. THE CONTRACTOR(S)SHALL CONTACT THE LOCAL LOCATE SERVICE BY CALLING 811 AT LEAST 12 FULL WORKING DAYS PRIORTO ANY DIGGING FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. 20. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND SHALLCONFORM TO LOCAL REGULATIONS. 21. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 95 STANDARD PROCTOR MAXIMUM DRY DENSITYOR AS RECOMMENDED IN THE SOIL REPORT. 22. THE CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATIONOF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPONCOMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 23. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONSAND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPAREDTHE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF ANYFIELD CONFLICTS. 24. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALLCONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY ANDLOCAL CODES. 25. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING DIMENSIONSAND BUILDING SPECIFIC ITEMS. 26. CONTRACTOR SHALL COORDINATE EXACT SIZE OF HVAC CONCRETE PADS WITH MECHANICALCONTRACTOR. REFER TO MECHANICAL PLANS FOR DETAILS. 27. ALL SEEDING, TEMPORARY AND PERMANENT, TO BE INSTALLED TO LOCAL REGULATIONS AND STANDARDPRACTICES. 28. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH "THE CURRENT EDITION OF THE STATEDEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS SPECIFICATIONS". 29. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION PURPOSES ONLY. 30. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE IRRIGATIONCONTRACTOR, FOR IRRIGATION SLEEVE SIZE FOR IRRIGATION SYSTEM. 31. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITECONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALLPERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, ANDHOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY, REAL OR ALLEGEDIN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISINGFROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL. DEVELOPMENT NOTES 24 HOUR CONTACT KYLE ULANDERCONSTRUCTION MANAGERTELEPHONE: (336) 867-8800 SPILL CURB LIGHT POLE ACCESSIBLEPARKING NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT 24. 1 S ( L M S T E C H ) | N I C K G O L L I F E R | 1 1 / 1 3 / 2 0 2 4 1 : 2 1 : 2 1 P M X:\ O U T - C O O K O U T \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 3 . 0 1 - S I T E - N C . D W G : C 3 . 0 1 S I T E P L A N CONSTRUCTION DOCUMENTS© 2021 Sambatek COOK OUT RESTAURANT 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 Q Q Q Q Q Q Q Q Q Z H H H H H H K T T T T T T NN O M B B A A AM U JU S S Q Q D N P L E E B C G F I S W V V V V V V V D N N N Q Q I AA AA R 11/13/2024 MEMORANDUM To: New Hanover County Technical Review Committee Date: January 2, 2025 Subject: Cookout Restaurant - TRC Design Document Comments: • Provide Auto Turns Movements for Fire and Rescue Vehicles entering and exiting the U.S 17/Market Street driveway. NCDOT Projects: • U-4902D: U.S. 17 Business (Market Street) Roadway Improvements from SR 1403/Middle Sound Loop Road to SR 2734/Marsh Oaks Drive currently under construction. This project is occurring directly at the proposed development site. WMPO 2045 MTP Projects: • U-4902D also included in the WMPO’s 2045 MTP New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is required. A scoping document must be submitted to the WMPO’s Deputy Director, Abby Lorenzo (Abigail.Lorenzo@wilmingtonnc.gov), to begin the TIA process. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Fast Food with Drive Thru (934) 4,163 SF 1,946 186 138