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Home My WebLink AboutCommercial Site Plan TRC Compiled Comments McKay Electric Warehouse Expansion –6719 Amsterdam Way – TRC Review Page | 1 To: Chris Berlin, Project Manager cberlin@daebuilding.com From: Ryan Beil, Development Review Planner Date: July 9, 2025 TRC PID#: R04135-006-041-000 Egov# SITECN-25-000082 Subject: 6719 Amsterdam Way– McKay Electric Warehouse Expansion- TRC Review The following comments have been received for the July 9, 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, Ryan Beil 910-798-7444 1. General Comments a. Zoned I-1. b. There are Duke Energy Transmission Lines/Easement on the Property but they do not impact the site plan. 2. UDO Section 5.1, Parking and Loading a. Use requires 1.5 parking spaces for every 1,000 square feet of building area. Project proposes 11,083 square feet. Required parking is 11,083 / 1,000 = 11 x 1.5 = 17 required parking spaces, while 18 are provided, including 2 ADA compliant spaces where only 1 is required. 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. 4. UDO Section 5.3, Tree Retention a. Please submit a Tree Removal Permit for the trees being removed. McKay Electric Warehouse Expansion –6719 Amsterdam Way – TRC Review Page | 2 b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. 15 trees per acre disturbed, trees must be at least two inches diameter at breast height (DBH). Site plan shows .5 acre disturbed, requiring 8 trees b. For street yard; 25 square feet for every linear foot of street yard frontage, with a minimum of 12.5 feet. Please include a schematic of what is currently planted and spaced. c. Interior parking lot landscaping requires no less than 4 percent, 8 percent is provided. i. Landscaping islands, either separate or protruding from perimeter landscaping strips, shall be a minimum of 12 feet in width measured from the back of curb to back of curb. ii. A minimum of one evergreen or deciduous tree for every 20 linear feet of planting strip on average, rounded to the highest whole number, shall be planted within the planting strip. iii. No parking space shall be located more than 120 feet from a landscaped island iv. One plant or existing tree shall be required for every 144 square feet, rounded to the next lowest whole number of total interior landscaped area, with a minimum of one tree in each island 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 addition? 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. Per the New Hanover County Conservation Resource Map there are no Conservation Resources present on this property. 9. UDO Article 9, Flood Damage Prevention a. No part of the property is in the floodplain. McKay Electric Warehouse Expansion –6719 Amsterdam Way – TRC Review Page | 3 NHC Fire Services, David Stone 910-798-7458 1. No comments NHC Soil & Water Conservation, Dru Harrison 910-798-7135 1. Comments attached. NHC Engineering, Galen Jamison 910-798-7072 1. Should redevelopment result in more than 1 acre of disturbance, a land disturbance permit will be required. 2. Should redevelopment result in more than 10,000 SF of additional impervious, County storm attenuation requirements will be required. A stormwater permit will be required for the conveyance system. Note, the minimum size pipe is 15” per Section 4.4.2 of the NHC stormwater design manual. 3. Please contact the State Department of Environmental Quality for State stormwater requirements. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects current connections to public water and sewer. Proposed improvements do not violate setbacks to any surrounding properties well or septic systems. 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 water and sewer are available; property currently connected to CFPUA water and sewer. 3. If additional plumbing fixtures are being added, a CFPUA Meter Sizing Form will need to be completed to determine if the existing services are sufficient. 4. 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. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. McKay Electric Warehouse Expansion –6719 Amsterdam Way – TRC Review Page | 4 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 1. Comments are attached WMPO, Caitlin Cerza 910-473-5130 1. Comments are attached Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comment Project information also provided to the following state agencies and non-development regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources 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 Natural Resources Conservation Service Map Unit Legend (6719 Amsterdam Way) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Le Leon sand 1.2 100.0% Totals for Area of Interest 1.2 100.0% Custom Soil Resource Report Soil Map (6719 Amsterdam Way) 37 9 5 00 0 37 9 5 01 0 37 9 5 02 0 37 9 5 03 0 37 9 5 04 0 37 9 5 05 0 37 9 5 06 0 37 9 5 07 0 37 9 5 08 0 37 9 5 09 0 37 9 5 10 0 37 9 5 110 37 9 5 12 0 37 9 5 13 0 37 9 4 99 0 37 9 5 00 0 37 9 5 01 0 37 9 5 02 0 37 9 5 03 0 37 9 5 04 0 37 9 5 05 0 37 9 5 06 0 37 9 5 07 0 37 9 5 08 0 37 9 5 09 0 37 9 5 10 0 37 9 5 110 37 9 5 12 0 37 9 5 13 0 238 540 238 550 238 560 238 570 238 580 238 590 238 600 238 610 238 620 238 630 238 640 238 530 238 540 238 550 238 560 238 570 238 580 238 590 238 600 238 610 238 620 238 630 34° 15' 52'' N 77 ° 50 ' 23 ' ' W 34° 15' 52'' N 77 ° 50 ' 18 ' ' W 34° 15' 47'' N 77 ° 50 ' 23 ' ' W 34° 15' 47'' N 77 ° 50 ' 18 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 30 60 120 180Feet010204060Meters MAP INFORMATION 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. TO: New Hanover County Planning Department, New Hanover SWCD, June 11th, 2025 FROM: Dru Harrison, Director RE: I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Leon sand (Le). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability, Leon is a Class III soil. The Soil Survey of New Hanover County lists Leon as poorly drained. Leon is on the New Hanover County Hydric Soils Ä list which means they are possibly wetland areas and subject to regulation under the Clean Water Act. 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 of 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. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN 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: June 17, 2025 Subject: McKay Electric – 6719 Amsterdam Way ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the district office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 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: Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION ENGINEER PROJECT OWNER STAMP CHECKED BY PRINCIPAL IN CHARGE REVISIONS ISSUE FOR ISSUE DATE PROJECT ADDRESS PROJECT NUMBER SHEET TITLE SHEET NUMBER www.rivervieweng.com 4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882 nlauretta@rivervieweng.com DRAWN BY MC N A U G H T O N - M C K A Y WA R E H O U S E AD D I T I O N COVER SHEET C-001 TRC SUBMITTAL 1 1026.01 6719 AMSTERDAM WAY WILMINGTON, NC 28405 REVIEW - NOT FOR CONSTRUCTION MAY 21, 2025 N. LAURETTA NJL TA B E L E C T R I C S U P P L Y , I N C . 67 1 9 A M S T E R D A M W A Y WI L M I N G T O N , N C 2 8 4 0 5 NJL/JAT MCNAUGHTON-MCKAY WAREHOUSE ADDITION 6719 AMSTERDAM WAY WILMINGTON, NC 28405 NEW HANOVER COUNTY KINGS GRANT TOWNSHIP TRC SUBMITTAL 1 MAY 21, 2025 LOCATION MAP1SCALE: 1" = 500' SHEET INDEX PROJECT NAME: MCNAUGHTON-MCKAY WAREHOUSE ADDITIONTAB ELECTRIC SUPPLY, INC.6719 AMSTERDAM WAYWILMINGTON, NC 28405CONTACT: CHRIS BERLIN, PROJECT MANAGER PHONE: 203-521-5257EMAIL: CBERLIN@DAEBUILDING.COM PROJECT ADDRESS: 6719 AMSTERDAM WAYWILMINGTON, NC 28405 ENGINEER: RIVERVIEW ENGINEERING, PLLC4904 PARK AVENUEWILMINGTON, NC 28403CONTACT: NICHOLAS J. LAURETTA, PE, LEED AP (035107) PHONE: (910) 398-2882EMAIL: NLAURETTA@RIVERVIEWENG.COM SURVEYOR: PORT CITY LAND SURVEYING, PLLC1144 SHIPYARD BLVD. WILMINGTON, NC 28412PHONE: 910-791-0080EMAIL: PORTCITYLANDSURVEYING@GMAIL.COM PROJECT INFORMATION VICINITY MAP2SCALE: 1" = 2000' PROJECTLOCATION VICINITY MAP LOCATION MAP PROJECTLOCATION SHEET NUMBER SHEET TITLE C-001 COVER SHEET C-002 GENERAL NOTES CX101 EXISTING CONDITIONS PLAN CD101 DEMOLITION PLAN CS101 SITE PLAN CG101 GRADING & UTILITY PLAN CE501 SEDIMENT & EROSION CONTROL DETAILS CE502 SEDIMENT & EROSION CONTROL & DRAINAGE DETAILS CU501 UTILITY DETAILS CU502 UTILITY DETAILS 05/21/25 AMSTERDAM WAY 60' PUBLIC RIGHT-OF-WAY N 2 4 ° 5 5 ' 2 8 " W 41 2 . 4 2 ' N 24° 0 7 ' 3 0 " E 206.2 5 ' S 4 2 ° 1 8 ' 3 0 " E 25 5 . 0 0 ' S 1 0 ° 1 2 ' 0 0 " E 323 . 5 7 ' S 68°01'00" W106.98' 102.4'15.7' 34 7 . 0 ' EDGE OF PAVEMENT CONC. PAD ICV HVAC PAD ELEC. PANEL GAS TANKS 42" CMP RIP RAP RIP RAP 10 9 . 4 ' 21.8' CONC. SW WEATHERWOOD AT SUMMERFIELD SEC. 3M.B. 30, PG. 152 N/F JKW INVESTMENTS LLC I-1-INDUSTRIAL DISTRICT 426-WAREHOUSE LOT 61 DUTCH SQUARE SEC. 21 M.B. 33, PG. 264 NIPS NIPS EIR ECM EIR S 2 1 ° 5 9 ' 0 0 " E 30. 0 0 ' S 68°01'00" W 545.00' 29.5' DITCH OVERHANG NIPS N 68°01'00" E 106.98' DROP INLET ASPHALTSURFACE WHEELSTOP METAL SHED W/WATER SERVICEEQUIPMENT ROOF DRAINPIPE EXISTING1-STORY METALFRAME BUILDING N/F MUOJO & WRIGHT PROPERTIES LLC 6711 AMSTERDAM WAY I-1-INDUSTRIAL DISTRICT 762-AUTO REPAIR SERVICE LOT 63 DUTCH SQUARE SEC. 17 M.B. 33, PG. 73 N/F SEECO PROPERTIES LLC 6701 AMSTERDAM WAY I-1-INDUSTRIAL DISTRICT 762-AUTO REPAIR SERVICE LOT 64 DUTCH SQUARE SEC. 12 M.B. 32, PG. 1 FER AND EASEMENT N/F GORDON ROAD STATION POA INC I-1-INDUSTRIAL DISTRICT 960-RETENTION POND/ LAKE M.B. 33, PG. 73 S 69°21'30" WCH=43.00'R=918.32' 30' DRAINAGE AND UTILITY EASEMENT 30' DRAINAGE AND UTILITY EASEMENT 30' B U F F E R A N D DRAI N A G E E A S E M E N T LOT 62B 2.20 ACRES95,661 SF 12" PINE8" PINE 8" PINE8" PINE 14" WILLOW 14" WILLOW 8" MAPLE 16" HARDWOOD 12" PINE 16" PINE 8" PINE 10" MAPLE 8" PINE8" PINE 10" PINE 8" MAPLE8" MAPLE 12' PINE 14' PINE 12' PINE 10' MAPLE WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WET WET WETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET N/F WATTS KATHRYN E JEFFERY R-10 RESIDENTIAL DISTRICT 10-SINGLE FAMILY RESIDENTIAL N/F HERRINGTON SUZANN F TRUSTEE R-10 RESIDENTIAL DISTRICT 10-SINGLE FAMILY RESIDENTIAL ENGINEER PROJECT OWNER STAMP CHECKED BY PRINCIPAL IN CHARGE REVISIONS ISSUE FOR ISSUE DATE PROJECT ADDRESS PROJECT NUMBER SHEET TITLE SHEET NUMBER www.rivervieweng.com 4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882 nlauretta@rivervieweng.com DRAWN BY MC N A U G H T O N - M C K A Y WA R E H O U S E AD D I T I O N SITE PLAN CS101 TRC SUBMITTAL 1 1026.01 6719 AMSTERDAM WAY WILMINGTON, NC 28405 REVIEW - NOT FOR CONSTRUCTION MAY 21, 2025 N. LAURETTA NJL TA B E L E C T R I C S U P P L Y , I N C . 67 1 9 A M S T E R D A M W A Y WI L M I N G T O N , N C 2 8 4 0 5 NJL/JAT SITE DATA GENERAL NOTES SITE PLAN1SCALE: 1" = 30' PROJECT NAME MCNAUGHTON-MCKAYELECTRIC COMPANYWAREHOUSE ADDITION PROJECT ADDRESS 6719 AMSTERDAM WAYWILMINGTON, NC 28405PARCEL ID - PARCEL A R04315-006-041-000 TOTAL PROPERTY ACREAGE ±2.21 AC APPLICANT/DEVELOPER MCNAUGHTON-MCKAYELECTRIC COMPANY ENGINEER RIVERVIEW ENGINEERING, PLLCNICHOLAS LAURETTA, PE, LEED APZONING I-1 LAND USE 426 - WAREHOUSE CAMA LAND USE URBAN FLOOD HAZARD ZONE XRIVER BASIN CAPE FEARRECEIVING STREAM SMITH CREEK (18-74-63) CLASSIFICATION C;SWSETBACKS (SEE NOTE 5)REQUIRED PROVIDED FRONT 50 109.4 SIDE STREET 50 N/A SIDE INTERIOR 20 73.415.7 (EX.) 20.1 (PROP.) REAR 50 159.5 PROPOSED STRUCTURESNUMBER OF BUILDINGS 1 BUILDING SQUARE FOOTAGE 5,983 SF (EX.) / 5,100 (PROP.) BY-RIGHT HEIGHT 50 FT.BUILDING HEIGHT CONSTRUCTION TYPE V-B BUILDING LOT COVERAGE 12%IMPERVIOUS COVERAGE EXISTING 28,276 SF / 29.6% PROPOSED 27,242 SF / 28.5% PROPOSED OFFSITE 0 SF DISTURBED AREA ± 0.50 AC. PARKING SUMMARY INTENSITY MINIMUM PROVIDED WAREHOUSING (1.5 PER 1000 SF)11,083 17 18 ADA COMPLIANT PARKING 12 30' SCALE: 1" = 30' 0 30'60' GRAPHIC SCALE NC GRID NAD 83/2011 0.5' FLOOD PLAIN NOTES THE SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA ASDETERMINED BY FEMA FLOOD PANEL 3701683158K, EFFECTIVE AUGUST28, 2018. STORMWATER NOTES 1. STORMWATER MANAGEMENT WILL BE DESIGNED IN ACCORDANCEWITH STATE AND NEW HANOVER COUNTY STANDARDS.2. FULL PERMIT APPROVALS WILL BE PROVIDED TO NEW HANOVERCOUNTY WHEN RECEIVED. UTILITY NOTES 1. ALL WATER SERVICES WILL BE PROVIDED BY CFPUA.2. ALL SEWER SERVICES WILL BE PROVIDED BY CFPUA.3. HYDRANTS WILL BE PROVIDED PER NEW HANOVER COUNTYEMERGENCY MANAGEMENT REQUIREMENTS. GENERAL NOTES 1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST ON THESUBJECT PARCEL.2. WETLANDS AND STREAMS EXIST ONSITE, WETLAND DELINEATIONPROVIDED BY DRAMBY ENVIRONMENTAL CONSULTING, INC. FIELDWORK COMPLETED ON MARCH 19,2025. WETLANDS AND STREAMWILL NOT BE DISTURBED DURING CONSTRUCTION OF THISPROJECT.3. FIFTEEN (15) TREES PER DISTURBED ACRE REQUIRED. EIGHT (8)TREES REQUIRED.4. INTERIOR PARKING LOT LANDSCAPING SHALL BE PROVIDED FOREIGHT (8) PERCENT OF PARKING LOT AREA. PROVIDE 1,118 SF OFPARKING LOT LANDSCAPING. PROPOSEDLOADING DOCK PROPOSEDWAREHOUSE ADDITION(5,100 SF) 85.0' 60. 0 ' CONVERT TOOPEN SPACE 4 4 6 4 ADA PARKING(TYP. OF 2) 9.8' 8.0' 9.0'26 . 3 ' CURB RAMP 26.0' ASPHALT REPAIR FORUTILITY IMPROVEMENTS 5'X5' CONCRETE PAD 5'X5' CONCRETE PAD 115 . 0 ' E X I S T I N G V E G E T A T I O N T O M E E T T Y P . A 1 TR A N S I T I O N A L B U F F E R R E Q U I R E M E N T S 10'X70' SIGHT DISTANCETRIANGLE (TYP.) 25. 0 ' ST R E E T YA R D 20.0' SIDE SETBACK 73.4' 20.1' 109 . 4 ' 50 . 0 ' FR O N T SE T B A C K 55.5' 20.0' SIDE SETBAC K 50. 0 'RE A R SE T B A C K 15 9 . 5 ' 60.0' 99 . 9 ' 05/21/25 AMSTERDAM WAY 60' PUBLIC RIGHT-OF-WAY OHW OHW OHW OH W GW GW N 2 4 ° 5 5 ' 2 8 " W 41 2 . 4 2 ' N 24° 0 7 ' 3 0 " E 206.2 5 ' S 4 2 ° 1 8 ' 3 0 " E 25 5 . 0 0 ' S 1 0 ° 1 2 ' 0 0 " E 323 . 5 7 ' S 68°01'00" W106.98' 102.4'15.7' 34 7 . 0 ' EDGE OF PAVEMENT CONC. PAD ICV HVAC PAD ELEC. PANEL GAS TANKS 42" CMP RIP RAP RIP RAP 10 9 . 4 ' 21.8' CONC. SW WEATHERWOOD AT SUMMERFIELD SEC. 3M.B. 30, PG. 152 N/F JKW INVESTMENTS LLC I-1-INDUSTRIAL DISTRICT 426-WAREHOUSE LOT 61 DUTCH SQUARE SEC. 21 M.B. 33, PG. 264 NIPS NIPS EIR ECM EIR S 2 1 ° 5 9 ' 0 0 " E 30. 0 0 ' S 68°01'00" W 545.00' 29.5' DITCH OVERHANG NIPS N 68°01'00" E 106.98' DROP INLET ASPHALTSURFACE WHEELSTOP METAL SHED W/WATER SERVICEEQUIPMENT ROOF DRAINPIPE EXISTING1-STORY METALFRAME BUILDING N/F MUOJO & WRIGHT PROPERTIES LLC 6711 AMSTERDAM WAY I-1-INDUSTRIAL DISTRICT 762-AUTO REPAIR SERVICE LOT 63 DUTCH SQUARE SEC. 17 M.B. 33, PG. 73 N/F SEECO PROPERTIES LLC 6701 AMSTERDAM WAY I-1-INDUSTRIAL DISTRICT 762-AUTO REPAIR SERVICE LOT 64 DUTCH SQUARE SEC. 12 M.B. 32, PG. 1 FER AND EASEMENT N/F GORDON ROAD STATION POA INC I-1-INDUSTRIAL DISTRICT 960-RETENTION POND/ LAKE M.B. 33, PG. 73 S 69°21'30" WCH=43.00'R=918.32' 30' DRAINAGE AND UTILITY EASEMENT 30' DRAINAGE AND UTILITY EASEMENT 30' B U F F E R A N D DRAI N A G E E A S E M E N T LOT 62B 2.20 ACRES95,661 SF 39.3 40.0 39.8 40.1 40.2 40.2 41.540.940.940.8 40.6 40.540.4 40.7 41.3 41.9 42.1 42.242.1 42.2 41.6 42.1 42.3 42.041.941.542.4 42.241.4 41.9 42.1 42.3 42.242.141.242.5 42.041.241.6 41.7 42.0 41.8 42.2 42.2 41.0 41.2 41.4 41.9 41.9 42.1 42.2 42.4 42.8 42.5 42.3 41.941.8 41.641.4 41.7 43.0 43.043.0 41.8 41.241.2 41.3 41.7 42.2 43.0 42.141.941.9 41.641.7 41.3 41.341.3 41.041.0 41.0 40.6 40.0 42.842.042.142.1 42.1 42.2 42.2 42.2 42.2 42.3 42.9 43.0 43.2 42.4 42.4 42.6 43.1 42.4 40.5 39.3 39.0 42.8 42.9 43.2 43.1 43.1 43.1 42.742.542.6 42.4 42.5 42.8 42.8 43.1 43.0 43.0 42.6 42.3 42.5 42.6 42.7 42.6 42.942.542.8 41.7 40.9 41.2 40.8 42.3 40.6 42.8 43.0 43.2 43.0 42.9 43.1 43.0 42.740.5 40.5 42.3 41.9 41.5 42.940.540.6 40.3 47.3 46.3 47.4 48.0 48.2 48.3 42.2 43.3 42.8 42.2 42.6 42.6 42.7 12" PINE8" PINE 8" PINE8" PINE 14" WILLOW 14" WILLOW 8" MAPLE 16" HARDWOOD 12" PINE 16" PINE 8" PINE 10" MAPLE 8" PINE8" PINE 10" PINE 8" MAPLE8" MAPLE 12' PINE 14' PINE 12' PINE 10' MAPLE SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W WWW W WWWWWWWWWWW W W W W W W W WW W WWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 48 48 48 47 47 47 46 46 46 45 45 45 44 44 44 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 4342 42 42 42 42 42 42 42 42 4141 41 41 41 41 41 41 41 40 40 40 40 40 40 39 39 39 38 38 37 37 36 36 35 35 42 41 40 39 SSMH SSMH SSMH SSMH SSMH 8" PVC 8" PVC 8" PVC 8" PVC 10" PVC 8" PVC 6" PVC WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WET WET WETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET FH SS SS SS SS SS SS SS SS SS SS SS SS SS 6" PVC N/F WATTS KATHRYN E JEFFERY R-10 RESIDENTIAL DISTRICT 10-SINGLE FAMILY RESIDENTIAL N/F HERRINGTON SUZANN F TRUSTEE R-10 RESIDENTIAL DISTRICT 10-SINGLE FAMILY RESIDENTIAL 39 40 41 42 W W W W W W W W W W 43 STR. ID:12X2 (YI)RIM: 38.90INV: 36.80 STR. ID:22X2 (YI)RIM: 41.80INV: 36.54 54LF O F 1 2 " P P E 152 L F O F 1 2 " P P E LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD STR. ID:32X2 (YI)RIM: 40.40INV: 35.78 57LF OF 12" PPE SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 38.90 42.92 42.92 42.50 43.00 42.10 S SSSSSSSSSSSS ODODSSSS LOD LLSSSSS SSS ENGINEER PROJECT OWNER STAMP CHECKED BY PRINCIPAL IN CHARGE REVISIONS ISSUE FOR ISSUE DATE PROJECT ADDRESS PROJECT NUMBER SHEET TITLE SHEET NUMBER www.rivervieweng.com 4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882 nlauretta@rivervieweng.com DRAWN BY MC N A U G H T O N - M C K A Y WA R E H O U S E AD D I T I O N GRADING & UTILITY PLAN CG101 TRC SUBMITTAL 1 1026.01 6719 AMSTERDAM WAY WILMINGTON, NC 28405 REVIEW - NOT FOR CONSTRUCTION MAY 21, 2025 N. LAURETTA NJL TA B E L E C T R I C S U P P L Y , I N C . 67 1 9 A M S T E R D A M W A Y WI L M I N G T O N , N C 2 8 4 0 5 NJL/JAT GRADING & UTILITY PLAN1SCALE: 1" = 30' 30' SCALE: 1" = 30' 0 30'60' GRAPHIC SCALE NC GRID NAD 83/2011 WAREHOUSEADDITION(FFE: 43.0') CORE DRILL EXISTINGDROP INLET TO CONNECTPROPOSED DRAINAGE PIPE 6" RPDA BACKFLOWPREVENTER INAPPROVED ENCLOSURE 6"X6" CUT IN TEE(1) 6" GV FIRE HYDRANTASSEMBLY 6"X6" MJ TEE 6" C900 PVC DR18 SEE MECHANICAL PLANSFOR CONTINUATION SPRINKLER ROOM FDC, 5" STORZ W/30° DOWN ANGLE MATERIALS AND EASEMENT NOTES: 1. ALL DROP INLETS ARE OLD CASTLE DI-2424 2. ALL STORM DRAINAGE PIPING TO BE RCP N12 DUAL WALL PIPE. 3. ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THEPUBLIC RIGHT-OF-WAY SHALL BE CONTAINED WITHIN A PUBLICDRAINAGE EASEMENT WHOSE WIDTH IS DETERMINED BY THEDEPTH OF BURY 4. WATER AND SANITARY SEWER UTILITIES ARE PUBLIC - CAPE FEARPUBLIC UTILITY AUTHORITY EXCAVATION, GRADING, ANDBACKFILLING NOTES 1. ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THEREPLACEMENT MATERIAL SHALL BE COMPACTED TO NINETY-FIVE(95) PERCENT OF MAXIMUM DENSITY OBTAINED AT OPTIMUMMOISTURE CONTENT, AS DETERMINED BY THE ASTM D 698STANDARD PROCTOR TEST METHOD. IN THE EVENT THATMATERIAL ENCOUNTERED AT PIPE GRADE, SUBGRADE OF PARKINGOR ROADWAYS AND SUBGRADE OF BUILDING FOUNDATIONS ISFOUND TO BE SOFT, SPONGY, OR IN ANY OTHER WAY UNSUITABLE,THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEERIMMEDIATELY. SUCH UNSUITABLE MATERIAL SHALL BE REMOVEDTO A DEPTH AS SPECIFIED BY THE GEOTECHNICAL ENGINEER ANDREPLACED WITH A MINIMUM OF SIX (6) INCHES OF STONE, OR ASDIRECTED BY THE GEOTECHNICAL ENGINEER. 2. BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHERINSTALLATIONS, EARTH FILL SHALL BE SOLIDLY TAMPED AROUNDAND ABOVE THE PIPE TO A DEPTH OF ONE (1) FOOT ABOVE THE TOPOF THE PIPE. CARE SHALL BE TAKEN TO PREVENT ANYDISTURBANCE TO THE PIPE OR DAMAGE TO NEWLY MADE JOINTS.THE FILLING OF THE TRENCH SHALL BE CARRIED OUTSIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCH AMANNER THAT INJURIOUS SIDE PRESSURES DO NOT OCCUR. 3. THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALLPERISHABLE AND OBJECTIONABLE MATERIALS. BEFORE PLACINGANY BACKFILL, ALL RUBBISH, FORM, BLOCKS, WIRES OR OTHERUNSUITABLE MATERIAL SHALL BE REMOVED FROM EXCAVATION.THE BACK-FILLING OVER PIPES SHALL BE PLACED IN LAYERS NOTOVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUMDENSITY OF NINETY-FIVE (95) PERCENT OF THE MAXIMUM DRYDENSITY AS DETERMINED BY THE MODIFIED PROCTORCOMPACTION TEST TO A DEPTH OF 12 INCHES BELOW FINISHEDGRADE. THE LAST 12 INCHES OF BACKFILL SHALL BE PLACED INLAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO AMINIMUM DENSITY OF NINETY-EIGHT (98) PERCENT OF THEMAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIEDPROCTOR COMPACTION TEST. STORM DRAINAGE AND GRADINGNOTES 1. IN ACCORDANCE WITH NC GENERAL STATUTES, NPDESREGULATIONS, AND NCDENR REQUIREMENTS, STORMWATERDISCHARGE OUTFALLS SHALL BE INSPECTED BY THE CONTRACTOR.INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTOR AFTEREACH STORM EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLYINSPECTION MINIMUM. NCDENR STANDARD INSPECTION REPORTSSHALL BE PREPARED AND SIGNED WITH COPIES PROVIDED TO THEOWNER, ARCHITECT, AND ENGINEER, BY THE CONTRACTOR. 2. INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL.DEVICES SHALL BE CONSTRUCTED TO FINAL PROPOSED CONDITIONUPON STABILIZATION OF CONTRIBUTING GROUND SURFACES ANDREMOVAL OF SEDIMENT FROM STORM PIPES. 3. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BEFIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANYDISCREPANCIES EXIST PRIOR TO PROCEEDING WITHCONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NOEXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANYWORK DONE DUE TO DIMENSIONS OR GRADES SHOWNINCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOTBEEN GIVEN. 4. UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONSNOTED ON PLANS INDICATE FINISHED GRADE OR PAVEMENTSURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURBUNLESS OTHERWISE INDICATED. 05/21/25 MEMORANDUM To: New Hanover County Technical Review Committee Date: June 27, 2025 Subject: McKay Electric Warehouse Expansion - SITECN-25-000082 NCDOT Projects:  U – 6202: Gordon Road Widening from US-17 (Market Street) to I-40 is currently under construction. The project is identified as 5.5% complete per NCDOT Division 3 June project updates. Project completion is estimated to be December 2029. The site location is in close proximity to this project.  U- 4902C: Access Management Improvements on Market Street from north of US 117/NC 132 (College Road) to Station Road. Construction Year is currently set for 2030. The site location is in close proximity to this project. WMPO 2045 MTP Projects:  U – 6202 is also included in 2045 MTP  U - 4902C is also included in the 2045 MTP New Hanover County Projects:  N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Warehousing (150) 5,100 SF 46 24 27