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Home My WebLink About2-5-25 TRC Agenda Packet1 TECHNICAL REVIEW COMMITTEE AGENDA February 5th, 2025 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, February 5, 2025 at 2:00 p.m. to discuss the below items. PLEASE NOTE: This meeting will be conducted remotely via teleconference. Interested parties can contact the Planning and Land Use Department at 910-798-7165 for more information. Item 1: SITECN-24-000057 - 1830 Flightline Drive – New Hangar at ILM International Airport- Request by Travis Pence, AIA with the Wilson Group for a new 18,068 sq ft hangar at the ILM International Airport. The site is located at 1830 Flightline Drive, and is 1.93 acres, zoned Airport Commerce (AC). The engineer is Christopher Birkmeyer with WK Dickson. The case planner is Ryan Beil, (rbeil@nhcgov.com, 910-798-7444). Item 2: SITECN-25-000058 – Warehouse Expansion at ILM Airport – 1700 Hall Drive Request by Bethany Cypher with Pierce Hardy Limited Partnership (bethany.cypher@84lumber.com) for a warehousing use expansion of 55,250 sq ft. The site is located at 1700 Hall Drive at the ILM International Airport, and is 9 acres total, zoned Airport Commerce, AC. The engineer is M. Robin Austin with McKim & Creed (raustin@mckimcreed.com). The case planner is Ryan Beil (rbeil@nhcgov.com, 910-798-7444) Item 3: SITECN-25-000059 – Timbers at Whiskey Branch Amenity Center – 351 Electric Ave Request by Shawn Horton with WNDP #2, LLC (shawnhorton@trusstbuildergroup.com) for the amenity center and pool for the Timbers at Whiskey Branch Development. The total new impervious surface including building and paving is 6,250 sq ft, zoned PD. The engineer is Jim Cirello with Paramounte Engineering (jcirello@paramounte-eng.com). The case planner is Ryan Beil (rbeil@nhcgov.com, 910-798-7444). Item 4: Sketch Plan Review – 6134 Carolina Beach Road- Store Expansion Sketch plan review of this site- the proposal is to remove the gas station, fuel stations, canopy and tanks, and to expand the existing shopping center building to the south. New Hangar at ILM International Airport– 1830 Flightline Dr – TRC Review Page | 1 To: Travis Pence, AIA, The Wilson Group From: Ryan Beil, Development Review Planner Date: 1/22/2025 PID#: R04200-001-025-000 Egov# SITECN-24-000057 Subject: 1830 Flightline Dr, Wilmington NC, 28405– New Hangar at ILM International Airport - TRC Review The following comments have been received for the January 22, 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. Zoning is AC b. Use is airport hangar/storage, uses permitted by right c. Per the elevations it appears there is some office use in this building, please confirm if this is the case and how much of the building will be used for office space 2. UDO Section 5.1, Parking and Loading a. There is no parking minimum b. Please be aware that parking provided will need to be landscaped 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 confirm there are no trees being removed on site New Hangar at ILM International Airport– 1830 Flightline Dr – TRC Review Page | 2 5. UDO Section 5.4, Landscaping and Buffering a. Parking lot landscaping i. UDO section 5.4.5 requires parking lot landscaping equal to 8% of the parking. ii. While the County has not historically required trees in projects in the ILM airport due to height restrictions, we have allowed shrubs in landscape islands to count towards the parking lot landscaping requirements. iii. Please confirm the total square footage of parking lot area so the required landscaping square footage can be calculated b. Street yard plantings i. Street yard for airport commerce district requires 25sq ft per linear foot of street frontage, calculations show street frontage for this project is 205’ * 25=5125 sq ft of street yard. Similarly to parking lot landscaping, we do not require trees in the airport, however we do require shrubs. ii. UDO section 5.4.6 states that every 600 sq ft of street yard, 6 shrubs are required in the street yard area. 5125 sq ft/600= 8.54 II 8.54*6=51 shrubs in the street yard area c. Foundation plantings i. Sq footage is based on 12% of the building frontage facing any parking lots or internal drive aisles up to 12’. Site plan shows building face is 120’. 120*12=1440 sq ft of foundation plantings required. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval, but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. 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 on this site. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Finals required 2. Sprinkler and Fire Alarm plans required permitting and review New Hangar at ILM International Airport– 1830 Flightline Dr – TRC Review Page | 3 3. A Section 501 Survey required - Emergency Responder Radio Coverage 4. A fire hydrant is required within 100 feet of the FDC 5. Please follow Chapter 33 - Safety During Construction & Demolition NHC Soil & Water Conservation, Bryan Dadson 910-798-7138 1. Comments forthcoming. NHC Engineering, Galen Jamison 910-798-7072 1. If funding for this project comes from the Airport, an erosion control permit issued by NC DEQ will be required. Should the funding be private, then erosion control permitting will be issued by New Hanover County (NHC) Engineering. If NHC issues the land disturbing permit, 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 2. Please contact the State for the stormwater permit modification requirements. 3. Is the entire drainage area covered in the State stormwater? If so, then pre-post storm attenuation requirements of NHC will not be required. 4. All stormwater conveyance (inlets, pipes, culverts, ditches, etc) measures are subject to the NHC stormwater ordinance. Please submit to NHC Engineering for a stormwater permit for storm conveyance measures as the design is completed. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync-energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan shows potential connection to existing public water and sewer. NHC Addressing, McCabe Watson 910-798-7068 1. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. 3. 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. New Hangar at ILM International Airport– 1830 Flightline Dr – TRC Review Page | 4 4. CFPUA water and available; if existing services are not used, they will need to properly be abandoned per CFPUA policies. 5. Meter Sizing Form will be required. NCDOT, Nick Drees 910-343-3915 1. Please see attached WMPO, Greer Templer 910-341-0107 1. No comments Army Corps of Engineers, Brad Shaver 910-251-4611 1. The Corps has no comments. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn NCDEMLR, Dan Sams DCM, Tanya Pietila 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: January 10, 2025 Subject: Hanger – 1830 Flightline Drive (Off Trask Drive) ________________________________________________________________________ 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 not required as the proposed driveway does not connect to a state-maintained road. 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). Site Plan Comments: 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 development. You can coordinate with the district office with any questions 910-398-9100. X X X X X TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFA TSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA TSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA D XXXXXXXXXXXXXXXXXXXXX 29.0 28.0 29.0 30 . 0 31.0 30.0 29.0 29.5 29.0 28.5 28.0 29.0 28.0 29.0 29.0 30.0 28.0 29.0 31.0 30.0 29.0 28.030 . 0 29.0 28. 0 28.0 29.0 30.0 29.0 30.5 PROTECT EXISTING UNDERGROUNDUTILITIES (TYP.) (SEE NOTES) PHASE 2ACONTRACTOR TO REMOVE 200 LFOF CHAIN LINK SECURITY FENCE EXISTING UTILITYSTRUCTURES TO BEPROTECTED DURINGCONSTRUCTION (TYP.) END FENCE REMOVAL EXISTING UTILITY STRUCTURES TOBE PROTECTED DURINGCONSTRUCTION (TYP.) VERIFY DRAINAGESTRUCTURE HAS BEENREMOVED REMOVE AND RELOCATEEXISTING MAILBOX PROTECT EXISTINGFIRE HYDRANT START FENCE REMOVAL CONTRACTOR TOPROTECT EXISTING TREE PROTECT IRRIGATIONCONTROL VALVE CONTRACTOR TO REMOVE AND REPLACESECTIONS OF CHAIN LINK FENCE ASREQUIRED FOR PROPOSED GRADING SHOWNON SHEET 5 PROTECT EXISTING UNDERGROUND UTILITIESOUTSIDE OF THE HANGAR BUILDING FOOTPRINT.COORDINATE WITH CFPUA VERIFY WATERLINE HAS BEENABANDONED IN PLACEAND REMOVE SAWCUT AND REMOVEAND REPLACE 12 SY OFEXISTING ASPHALT TOCONSTRUCT PROPOSEDDRIVEWAYS LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LO D LOD LOD LO D LOD LO D LOD LO D LOD LOD LOD LOD LOD LO D LO D LOD LO D LODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLO D LO D LODLODLODLODLODLODLOD LO D LO D LO D LO D LOD LO D LOD LOD LOD LO D LOD LOD LOD LOD COORDINATE W/AT&T TO RELOCATEEXISTING FIBER LINE Know what's R DEMOLITION NOTES: 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH LOCAL STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REPORT ALL DISCREPANCIES TO THE ENGINEER AND OWNER PRIOR TO CONSTRUCTION.3. EXISTING FEATURES NOT SHOWN TO BE REMOVED SHALL BE PROTECTED BY THE CONTRACTOR. ANY DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER AND OWNER AT THE CONTRACTOR'S EXPENSE.4. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ITEMS SHOWN FOR DEMOLITION AND REMOVAL IN A SAFE AND LEGAL MANNER OFF AIRPORT PROPERTY, UNLESS OTHERWISE NOTED. 5. UTILITY CONTACT INFORMATION CAN BE FOUND ON PLAN SHEET C1. 6. ANY DAMAGE TO THE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES TO REMAIN SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE CONTRACTOR SHALL INFORM THEAIRPORT IMMEDIATELY OF ANY DAMAGE DURING CONSTRUCTION.7. UTILITY REPLACEMENT DECISIONS ARE SUBJECT TO THE POLICIES, REGULATIONS, AND COORDINATION EFFORTS OF THE UTILITY OWNERS. COMPLIANCE WITH LOCAL REGULATIONS AND PERMITTING REQUIREMENTS ISNECESSARY FOR ANY MODIFICATIONS TO EXISTING UTILITIES. 8. THE CONTRACTOR SHALL COORDINATE WITH THE AIRPORT OWNER AND APPLICABLE UTILITY OWNERS FOR REMOVAL, RELOCATION AND ABANDONMENT OF EXISTING UTILITIES. THE REMOVAL, RELOCATION AND ABANDONMENTOF EXISTING UTILITIES SHALL BE COMPLETED IN A MANNER THAT MINIMIZES INTERRUPTION OF SERVICE TO THE EXISTING FACILITIES. THE CONTRACTOR SHALL PROVIDE NO LESS THAN ONE-WEEK NOTICE TO THE AIRPORTPRIOR TO REMOVAL, RELOCATION AND ABANDONMENT. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES AS NEEDED TO ENSURE REMOVAL, RELOCATION AND ABANDONMENT ARE COMPLETED AS SHOWNON THE PLANS. COORDINATION OF UTILITY REMOVAL, RELOCATION AND ABANDONMENT SHALL BE INCIDENTAL TO THE PROJECT. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO THE EXISTING BUILDINGS AT ALL TIMES DURING CONSTRUCTION. 10. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO VERIFY DEPTH, SIZE, AND MATERIAL OF EXISTING WATER LINES, ELECTRICAL LINES, TELECOMMUNICATION LINES, ETC. CONTRACTOR SHALL BE RESPONSIBLE FORRELOCATING EXISTING UTILITY LINES AS REQUIRED. COORDINATE WITH EXISTING UTILITY OWNERS A MINIMUM OF 1-MONTH PRIOR TO CONSTRUCTION.11. ALL HOLES REMAINING DUE TO ITEMS BEING REMOVED SHALL BE BACKFILLED WITH SUITABLE BACKFILL SOIL MATERIAL. 12. WHEN OPERATING EQUIPMENT NEAR UTILITY POLES AND OVERHEAD ELECTRIC LINES, MAINTAIN A SAFE WORKING DISTANCE, USE NON-CONDUCTIVE OR WELL-INSULATED EQUIPMENT, AND IMPLEMENT LOCKOUT/TAGOUT PROCEDURES AS NEEDED. ERECT BARRICADES, IMPLEMENT WARNING SIGNS, AND ASSIGN A SPOTTER TO MONITOR PROXIMITY. CONTACT UTILITY PROVIDERS FOR INFORMATION ON SAFE DISTANCES, AND ENSUREPERSONNEL ARE TRAINED ON ELECTRICAL SAFETY PROCEDURES. LEGEND: LIMIT OF DISTURBANCELOD STORM PIPE DEMOLITION ASPHALT MILL & OVERLAY FULL-DEPTH PAVEMENT REPLACEMENT 1 inch = 20 ft.HORIZONTAL FENCE DEMOLITION SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024THE WILSON GROUP ARCHITECTSALL RIGHTS RESERVED•PRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM THE WILSON GROUP ARCHITECTS WK DICKSONCIVIL ENGINEER THE WILSON GROUP PO BOX 5510CHARLOTTE, NC 28299(704) 331-9747www.twgarchitects.comNC Cert. No.: 51140 Wilmington International Airport1740 Airport BoulevardWilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301Wilmington. NC 28401 WOODSENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201Wilmington. NC 28401 CBHFENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBINGENGINEER 2246 Yaupon DriveWilmington. NC 28401 ENGINEERINGCONSULTING SERVICES(ECS) GEOTECHNICAL ENGINEER 6714 Netherlands DriveWilmington. NC 28405 MONTEITHCONSTRUCTION GENERAL CONTRACTOR 208 Princess StreetWilmington. NC 28401 11/04/2024 C3 EXISTING CONDITIONS AND DEMOLITION PLAN 12/02/2024 Date:2024.12.0217:05:17-05'00' GRADING, DRAINAGE AND EROSION CONTROL LEGEND 30.029.530.029.9 EXISTING CONTOURS PROPOSED CONTOURS [SEE NOTE 3] PROPOSED STORM STRUCTURE AND PIPE EXISTING STORM STRUCTURE AND PIPE FINISHED SURFACE/GRADE SPOT SLOPE FINISHED SURFACE ELEVATION [SEE NOTE 4]30.00FS PROPOSED INLET PROTECTION PROPOSED FILTER SOCK PROPOSED CONSTRUCTION ENTRANCE PROPOSED STAGING/STOCKPILE AREA PROPOSED SOD DRAINAGE AREA BOUNDARY 30.0FG FINISHED GRADE ELEVATION 5.00% PROPOSED LIMIT OF DISTURBANCELOD STORM SEWER FLOW DIRECTION PROPOSED COMPOST SOCK CHECK DAM PROPOSED DITCH FLOW LINE> REFER TO SHEET C1 FOR EXISTINGCONDITIONS LEGEND SOIL DELINEATION EXISTING DITCH FLOW LINE> SURVEY BOUNDARY [SEE NOTE 1] EXISTING GRADE SPOT SLOPE5.00% 29.5 29.0 30.0 X X X X X OH W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW W W FO U U U U U U U U U U U 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 E E E E E E E E E E E E E ATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFA TSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA SATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA D XXXXXXXXXXXXXXXXXXXXX SS SS SS SS SS SS SS SS S SSSSSSSSSSSS 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 S G G G G G G G G G G G G G LOD LO D LO D LOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LODLOD LOD LOD LODLODLODLODLODLODLOD LO D LOD LOD LO D LODLODLODLO D LODLO D LO D LOD LO D LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D > >>>>>>> > >> > > > > > > > >>>>>>>>>>>>>> > > >>>>>>>>> HSG A/D(St) X X X X X X X X X X X XXXXXXXXXXX AC D D D D D D D D P-9 MH-4 MH-7 MH-3 MH-2 MH-1 MH-6 MH-8MH-5 DI-3 DI-2 DI-1 DI-4 P-11 P-3P-1 P-2 P-4 P-6 P-8 P-7 P-5 P-12 P-10 5.08% 5.06% 5.01% -5.0:1 1.70%1.99% 1.59% 1.60% 2.6 7 % 1.16 % 1.1 7 % 1.1 5 % 0. 8 3 % 5.03 % -3.3:1 4.84 % 4.07 % 0.95% 0.50% 2.74% 2.21% 4.45% 7.46% 6.49% 3.27% 3.44% EP-2 EX-5 EX-4 EP-3 EX-3 EX-1 EP-1 4.9 1 % 14.22%12.37% 2.22 % 3.6 6 % 4.2 2 % 1.68% 1.10% 0.80 % 1.84%3.72% 5.41% 0.36 % 1.53% 4.78% 3.6 1 % 1.4 6 % 1.3 3 % 2.48% 0.96% 1.90%3.31% 14 . 7 6 % 7.0 5 % 0.44% 2.14% 0.37% 4.0 5 % 3.1 9 % 5.21% PROP. CONCRETE WASHOUTSEE DETAIL NCG01/C10 PROP. LIMIT OFDISTURBANCE(2.0 ACRES, TOTAL) 2,423 SY OF DISTURBED AREAREQUIRING STABILIZATION(TOTAL, THIS SHEET)SEE DETAIL 5/C9 PROP. INLETPROTECTION (TYP. 11)SEE DETAIL 8/C9 2,574 SY OF PROPOSED SOD(TOTAL, THIS SHEET)SEE NOTE 6 108 LF OF PROP.COMPOST SOCKSEE DETAIL 1/C9 MATCH EXISTINGELEVATION ALONGTAXILANE (TYP.) PROP.STAGING/STOCKPILE AREASEE DETAIL 2/C9 DRAINAGE AREA BOUNDARY(2.46 ACRES) PROJECT PERMIT MAILBOX PROP. CONSTRUCTIONENTRANCE (TYP. 2)SEE DETAIL 1/C9 PROPOSED LEAN-TOBUILDINGFFE = 30.5' PROPOSED HANGAR BUILDINGFFE = 30.5' PROP. 2' WIDE FLUSHCURB FLUME W/ 4'x4'CLASS A RIPRAP APRONSEE DETAIL 2/C6 PROP. ACCESSIBLECURB RAMPSEE DETAIL 7/C11 REGRADE ROADSIDE DITCH W/MINIMUM SLOPE @ 0.33%(MATCH EXISTING FLOWLINE)UPSTREAM INV: 28.5'DOWNSTREAM INV: 28.0' MATCH EXISTINGELEVATION ALONGFLIGHTLINE ROAD (TYP.) CONNECT DOWNSPOUTSTO PROP. ROOF DRAINLEADER PIPE (TYP. 9)SEE DETAIL 10/C11 PROP. COMPOST SOCKCHECK DAM (TYP. 3)SEE DETAIL 6/C9 EXISTING UTILITYSTRUCTURES TO BEPROTECTED DURINGEXCAVATION (TYP.) 197 LF OF PROP.COMPOST SOCKSEE DETAIL 6/C9 MATCH EXISTINGELEVATIONS ALONGPARKING LOT LIMIT OF GRADING 321 LF OF PROP.COMPOST SOCKSEE DETAIL 6/C9 LIMIT OF GRADING PROP. LIMIT OFDISTURBANCE(2.0 ACRES, TOTAL) 2,423 SY OF DISTURBED AREAREQUIRING STABILIZATION(TOTAL, THIS SHEET)SEE DETAIL 5/C9 SURVEY BOUNDARY SOIL TYPEBOUNDARY (TYP.) HSG A/D(St) HSG B/D (Pn) HSG A/D(St) HSG B/D(Pn)29. 0 29. 0 28.5 28. 0 31.0 30.5 30.0 29.5 29.0 28.528.027.5 30.0 29.0 30.0 29.0 29.5 29.0 29.0 29.5 28.0 28.0 29.0 28.0 29.0 29.0 30.5 30.1 30.2 30.3 30.4 30.6 30.7 30.8 30.2 30.3 30.4 29.0 30.0 28. 5 29. 5 30 . 5 30.0 29. 530.0 29.529.0 28.0 30. 029.529.0 28.5 28. 0 29.0 28.5 30 . 5 29. 5 29.0 28 . 0 28. 5 29. 0 29. 5 29.5 30.0 29.5 30 . 0 29. 5 29. 0 29.0 28.0 29.0 28.0 28.0 30.0 28.0 28.0 29.0 30.0 28.5 28.5 29.5 31.0 30.5 30.0 29.5 28.5 27.5 29.5 31.0 30.5 30.0 28.528.0 30.5 30.0 28.528.0 28.028.529.029.5 30. 5 30.0 29. 5 28.5 28. 5 28. 0 27.5 27.5 28.0 28.5 29.0 29. 5 29.5 29. 5 28.5 28.5 28.5 29.0 29.5 30.0 30.5 30.0 29.5 29.0 28.5 29.5 29.0 28.5 29.0 29.0 28.5 28.0 27. 5 29.5 29.0 30.0 29.5 29.0 29.5 30.0 29.5 29.0 29. 5 29. 0 30. 0 29.5 29.029. 5 29.0 31.0 30.61 ' FS 30.45' FS 30. 4 3 ' FS30.40 ' FS29.5 0 ' FS29.40' FS28.90 ' FS 28.50 ' FS 29.06 ' FS 29.8 0 ' FS 30.40' FS 30.3 0 ' FS 30.30 ' FS 30.4 0 ' FS 29.72 ' FS29.61 ' FS29.4 7 ' FS29.32 ' FS 30.40 ' FS 29.10 ' FS28. 9 2 ' FS 30.40' FS 29.94 ' FS 30.0 8 ' FS 30.7 4 ' FS 30.2 8 ' FS 28. 5 ' FG 28.0 ' FG 29.1 4 ' FS 28.8 3 ' FS 28. 6 5 ' FS 29. 5 28. 0 EX-2 DRAINAGE PIPE TABLE PIPE NAME EP-1 EP-2 EP-3 P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11 P-12 Pipe - (94) TYPE EXISTING 18" RCP EXISTING 18" RCP EXISTING 18" RCP 10" HDPE STORM DRAIN PIPE 8" HDPE STORM DRAIN PIPE 12" HDPE STORM DRAIN PIPE 12" HDPE STORM DRAIN PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE 10" HDPE ROOF DRAIN LEADER PIPE RCP Class III Pipe LENGTH 49' 49' 50' 34' 19' 46' 33' 24' 42' 42' 14' 28' 15' 73' 62' 117' INVERTS INV IN=22.23INV OUT=22.01 INV IN=21.67INV OUT=21.53 INV IN=22.32INV OUT=22.08 INV IN=25.60INV OUT=24.91 INV IN=26.53INV OUT=26.15 INV IN=24.18INV OUT=23.93 INV IN=23.93INV OUT=22.82 INV IN=27.43INV OUT=27.19 INV IN=27.19INV OUT=26.77 INV IN=26.77INV OUT=25.92 INV IN=25.92INV OUT=25.64 INV IN=25.64INV OUT=25.07 INV IN=25.89INV OUT=25.60 INV IN=27.51INV OUT=26.78 INV IN=26.78INV OUT=26.16 INV IN=21.11INV OUT=20.75 SLOPE 0.45% 0.29% 0.48% 2.00% 2.00% 0.54% 3.33% 1.00% 1.00% 2.00% 2.00% 2.00% 2.00% 1.00% 1.00% 0.31% DRAINAGE STRUCTURE TABLE STRUCTURE NAME DI-1 DI-2 DI-3 DI-4 EX-1 EX-2 EX-3 EX-4 EX-5 MH-1 MH-2 MH-3 MH-4 MH-5 MH-6 MH-7 MH-8 TYPE 12" PVC DRAINAGE BASIN 12" PVC DRAINAGE BASIN 12" PVC DRAINAGE BASIN 12" PVC DRAINAGE BASIN ADJUSTED EXISTING STORM INLET ADJUSTED EXISTING STORM INLET ADJUSTED EXISTING STORM INLET EXISTING STORM INLET EXISTING STORM INLET 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE 12" PVC MANHOLE NORTHINGEASTING N=192911.7617E=2328720.8619 N=192926.3225E=2328791.1998 N=192948.5190E=2328886.7298 N=192936.9611E=2328842.6458 N=192856.9115E=2328696.7792 N=192905.1911E=2328687.0522 N=192930.1258E=2328809.8949 N=192976.5415E=2328790.4062 N=192952.6419E=2328676.1150 N=192780.9929E=2328779.7385 N=192776.1417E=2328756.2746 N=192817.4963E=2328747.7278 N=192858.8496E=2328739.1747 N=192855.9385E=2328725.0976 N=192906.4187E=2328734.4433 N=192816.6254E=2328915.0241 N=192887.7458E=2328900.3185 RIM ELEV. 28.80' 29.10' 28.70' 29.30' 28.90' 29.06' 29.97' 28.31' 27.43' 30.39' 30.33' 30.36' 30.38' 30.11' 30.31' 30.05' 30.26' GRADING AND DRAINAGE PLAN NOTES:1. SURVEY DATA UTILIZED IS CONSOLIDATED FROM MULTIPLE SOURCES. FOR DETAILED SURVEY REFERENCE, COORDINATE GEOMETRYAND SUPPLEMENTAL DATA, REFER TO SHEET C1. ALL ELEVATIONS AND FEATURES SHOULD BE FIELD-VERIFIED PRIOR TO CONSTRUCTIONAND ANY DISCREPANCIES REPORTED TO THE ENGINEER IMMEDIATELY.2. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS PRIOR TO THE START OFCONSTRUCTION. REPORT DISCREPANCIES TO THE ENGINEER/OWNER'S REPRESENTATIVE BEFORE PROCEEDING.3. CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS AND SLOPES OF EXISTING PIPES OR STRUCTURES IMPACTED BY THIS GRADINGPLAN. REPORT DATA TO THE ENGINEER/OWNER'S REPRESENTATIVE BEFORE SENDING STORM DRAINAGE SHOP DRAWINGS FOR REVIEWBY ENGINEER.4. THE GRADING PLAN CONTOURS ARE SHOWN ARE AT 0.1' INTERVALS ON THE PROPOSED CONCRETE PAVEMENT APRON AND ASPHALTPARKING LOT FOR AN ENHANCED LEVEL OF DETAIL. ALL OTHER PROPOSED GRADING AND EXISTING CONTOURS ARE SHOWN AT 0.5'INTERVALS.5. SPOT ELEVATIONS IN THE PARKING LOT ARE SHOWN AT THE GUTTER FLOW LINE AND CURB FACE AS APPLICABLE.6. ANY DAMAGE TO THE EXISTING STORM SEWER OR OTHER EXISTING UTILITY LINES SHALL BE REPAIRED BY THE CONTRACTOR AT NOCOST TO THE OWNER. CONTRACTOR SHALL INFORM THE AIRPORT IMMEDIATELY OF ANY DAMAGE DURING CONSTRUCTION.7. INSTALL SOD PER ALL MANUFACTURER RECOMMENDATIONS. USE BERMUDA SOD AND REFER TO SPECIFICATIONS.8. ALL GUTTER DOWNSPOUTS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM USING ROOF LEADERS AS SHOWN. COORDINATELOCATIONS WITH THE ARCHITECTURAL PLANS.9. APRON GRADES SHALL NOT EXCEED 1.5%.10. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY DRAINAGE THROUGHOUT THE ENTIRE CONSTRUCTION DURATION. NOADDITIONAL PAYMENT SHALL BE MADE FOR DEWATERING OR BYPASS PUMPING OF STORMWATER ON SITE. SEQUENCE CONSTRUCTIONSUCH THAT CLEAN STORMWATER IS CONVEYED FROM THE SITE TO THE EXISTING DRAINAGE OUTFALLS.11. EARTHWORK OPERATIONS WILL GENERATE EXCESS SOIL MATERIAL. THE CONTRACTOR SHALL ANTICIPATE EXCESS SOIL MATERIALSTHAT WILL NEED TO BE HAULED TO AN APPROVED OFF-SITE LOCATION.12. REFER TO DRAWING C6 FOR STORM DRAINAGE PROFILES. Know what's R C5 GRADING, DRAINAGE & EROSION CONTROL PLAN 12/02/2024 SHEET NUMBER SHEET TITLEPROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024THE WILSON GROUP ARCHITECTSALL RIGHTS RESERVED•PRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM THE WILSON GROUP ARCHITECTS WK DICKSONCIVIL ENGINEER THE WILSON GROUP PO BOX 5510CHARLOTTE, NC 28299(704) 331-9747www.twgarchitects.comNC Cert. No.: 51140 Wilmington International Airport1740 Airport BoulevardWilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301Wilmington. NC 28401 WOODS ENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201Wilmington. NC 28401 CBHFENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBINGENGINEER 2246 Yaupon DriveWilmington. NC 28401 ENGINEERINGCONSULTING SERVICES(ECS) GEOTECHNICAL ENGINEER 6714 Netherlands DriveWilmington. NC 28405 MONTEITHCONSTRUCTION GENERAL CONTRACTOR 208 Princess StreetWilmington. NC 28401 EROSION AND SEDIMENT CONTROL NOTES:1. SEE SHEET C1 FOR CONSTRUCTION SEQUENCE AND EROSION CONTROL MEASURES NOTES.2. CONTRACTOR SHALL INSTALL COMPOST SOCK AT THE DOWNSTREAM PERIMETER OF THE LIMITS OF DISTURBANCE ASINDICATED.3. TOTAL ALLOWABLE DISTURBED AREA FOR THIS PROJECT IS 2.0 ACRES. NO DISTURBANCE IS ALLOWED BEYOND THESHOWN LIMITS OF DISTURBANCE.4. GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED AND MULCHED. SEE DETAIL 5/C9 FORSEEDING SCHEDULE. 1 inch = 20 ft.HORIZONTAL Date:2024.12.0217:06:07-05'00' X X X X X X X X X X X XXXXXXXXXXX AC D PROTECT EXISTING SANITARYLATERAL AT CROSSING PROPOSED MANUALPEDESTRIAN GATESEE DETAIL PROPOSEDSECURITY FENCE(TIE TO EXIST.) D DD D D D D D TAP EXISTING GASMAIN AND PROVIDESERVICE TO METER 4" FIRE SERVICE W/ DCVBACKFLOW ASSEMBLYSEE CFPUA DETAILS SHEET C12 REFER TO DRAWING C5 -GRADING, DRAINAGE & EROSIONCONTROL PLAN FOR DRAINAGEINFORMATION 50 LF OF 4" DIP SEWERSERVICE @ 2% MIN.AND CLEANOUT OIL AND WATER SEPARATOR (OWS)SEE PLUMBERS DRAWINGS FOR THEDESIGN OF THE OWS AND ITSCONNECTIONSPROPOSEDHANGAR120' X 130' PROPOSEDLEAN-TOBUILDING120' X 20'FROM BASIN TO OWS(REFER TO PLUMBINGPLANS BY OTHERS)ROOF DRAIN HEADERPIPE, SEE DRAINAGEPLAN (SEE C5 - GRADING,DRAINAGE & EROSIONCONTROL PLAN FORDRAINAGE INFORMATION) COORDINATE WITH DUKEENERGY TO INSTALL NEWUTILITY POLE ANDELECTRICAL SERVICE PROTECT EXISTINGHOTBOX AT STORM SEWER OWS CONNECTION TOEXISTING SEWER(VERIFY ELEVATION OFSEWER LATERAL ANDCONNECT WITH 4" COUPLING) DOMESTIC 1" SERVICE W/METER AND DCV BACKFLOWASSEMBLY 34 LF OF 4" DIP SEWERSERVICE @ 2% MIN.AND CLEANOUT CONTRACTOR TO PROTECTEXISTING ELECTRICALUTILITIES AND SHALL NOTCUT POWER TO THESE SHEET NUMBER SHEET TITLE PROJECT NUMBER DATE REVISIONS GFO Hangar COPYRIGHT © 2024THE WILSON GROUP ARCHITECTSALL RIGHTS RESERVED•PRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM THE WILSON GROUP ARCHITECTS WK DICKSONCIVIL ENGINEER THE WILSON GROUP PO BOX 5510CHARLOTTE, NC 28299(704) 331-9747www.twgarchitects.comNC Cert. No.: 51140 Wilmington International Airport1740 Airport BoulevardWilmington, NC 28405 AN ARDURRA COMPANY 300 N. Third Street, Suite 301Wilmington. NC 28401 WOODSENGINEERING, PA STRUCTURAL ENGINEER 254 N. Front St., Suite 201Wilmington. NC 28401 CBHFENGINEERS, PLLC MECHANICAL, ELECTRICAL AND PLUMBINGENGINEER 2246 Yaupon DriveWilmington. NC 28401 ENGINEERINGCONSULTING SERVICES(ECS) GEOTECHNICAL ENGINEER 6714 Netherlands DriveWilmington. NC 28405 MONTEITHCONSTRUCTION GENERAL CONTRACTOR 208 Princess StreetWilmington. NC 28401 LEGEND: LIMIT OF DISTURBANCE PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT LOD Know what's R 1 inch = 20 ft.HORIZONTAL C8 UTILITY PLAN 12/02/2024 PROPOSED OVERHEAD ELECTRIC LINE UTILITIES NOTES 1. SEE SHEET C1FOR LEGEND AND UTILITY NOTES. 2. REFER TO DRAWING C12FOR ALL CFPUA DETAILS. 3. PAYMENT FOR THE CONNECTIONS, FITTINGS ANDAPPURTENANCES REQUIRED FOR THE SEWER LINECONSTRUCTION IS INCIDENTAL TO THE BOX HANGAR WITH SLIDINGDOOR AND FLOOR SLAB, COMPLETE", ITEM OF WORK. NOSEPARATE MEASUREMENT OR PAYMENT SHALL BE MADE FOR THISWORK. 4. CONTRACTOR TO COORDINATE WITH CFPUA FOR INSTALLATION OFWATER SERVICE METER. 5. CONTRACTOR SHALL LOCATE THE EXISTING SERVICE LATERALS ATTHE CLEANOUT LOCATIONS AND DETERMINE THE CONNECTIONELEVATION PRIOR TO ORDERING MATERIALS. 6. COORDINATE PROPOSED COMMUNICATION SERVICE WITH AT&T. 7. SEE PLUMBERS DRAWINGS FOR SPRINKLER INSTALLATION ANDREQUIREMENT AND DETAILS. Expansion of the existing 84 Lumber Storage Facility-1700 Hall Dr. – TRC Review Page | 1 To: Bethany Cypher, Pierce Hardy Limited Partnership From: Ryan Beil, Development Review Planner Date: 2/5/2025 PID#: R04200-001-025-000 Egov# SITECN-25-000058 Subject: 1700 Hall Dr, Wilmington NC, 28405- Expansion of the existing 84 Lumber Storage Facility-TRC review The following comments have been received for the February 5th, 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. Zoning is AC b. Use is Warehousing 2. UDO Section 5.1, Parking and Loading a. Warehousing use requires 1.5 parking spaces per 1000 sq ft. b. 50,000 sq ft requires 75 parking spaces c. Site plan appears to show 16 spaces d. You have the option to provide a parking demand study to reduce parking spaces. An example parking demand study has been attached to the comments email. 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. 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 Expansion of the existing 84 Lumber Storage Facility-1700 Hall Dr. – TRC Review Page | 2 Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. b. Based on aerial imagery it looks like the site is currently wooded and tree removal will be required for this development c. Please apply for a tree removal permit d. www.nhcgov.com/DocumentCenter/View/1239/Tree-Removal-Permit-PDF 5. UDO Section 5.4, Landscaping and Buffering a. Please note that historically the county has not required new trees to be planted on airport property, and has allowed airport landscaping requirements to be met with shrubs. b. The landscape plan shows tree plantings-this is perfectly fine c. Parking lot interior landscaping: i. Once final parking is calculated we can revisit this d. Street yard landscaping looks fine i. Please note that the street yard plantings cannot double count for interior parking lot landscaping ii. It does not appear that this is the case on this site, but something to be aware of since the parking lot may change e. Foundation planting calculations look fine 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval, but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. 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 on this property Expansion of the existing 84 Lumber Storage Facility-1700 Hall Dr. – TRC Review Page | 3 NHC Fire Services, Raymond Griswold 910-508-0234. 1. All fire finals required 2. Sprinkler and Fire Alarm permits required 3. Show FDC location. Also a fire hydrant shall be within 100 feet of the FDC 4. An engineered Fire Flow is required to be performed 5. A Section 510 study is required for Emergency First Responder Radio Coverage 6. A complete 360 degree fire access road shall be shown on plans. Show all exterior storage location and spacing around the property. 7. Typical TRC Comments being e-mailed to Mckim and Creed for review. 8. All fire hydrants in area shall be upgraded to 5 inch STORZ fire hydrants. 9. There are fire hydrants in the woods. Not sure if on this property, but old underground fire lines shall be identified and located. 10. A fire hydrant layout shall be shown. A minimum of 3 fire hydrants shall be located on this property . I have identified one at the entrance on the street, of which needs to be upgraded to 5 inch STORZ. The one in the woods , I am not sure of it's status, servicable, accessible or even on this property. The 3rd one needs to be at the far end of the structure away from the building. Please show me / identify ones you may use, 11. Knox Padlock on gates / if electric KNOX Key override required. KNOX Box required on Building. 12. Please resubmit the above info. I have requested. You may call me at any time. NHC Soil & Water Conservation, Bryan Dadson 910-798-7138 1. Comments forthcoming. NHC Engineering, Galen Jamison 910-798-7072 1. A request for additional information has been provided to the applicant for County stormwater permit and land disturbing permit. The stormwater review fee must be paid prior to permit issuance. 2. Please contact the State for their stormwater permit requirements. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water and sewer. Proposed infrastructure does not violate any setbacks to surrounding properties wells or septic systems. NHC Addressing, McCabe Watson 910-798-7068 1. Please contact me for address assignments following TRC approval. Expansion of the existing 84 Lumber Storage Facility-1700 Hall Dr. – TRC Review Page | 4 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. Please see attached WMPO, Greer Templer 910-341-0107 1. WMPO has no comments Army Corps of Engineers, Brad Shaver 910-251-4611 1. The Corps does not have any recent jurisdictional determinations on the Hall Drive property and its recommended this is updated to avoid work without necessary permits. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn NCDEMLR, Dan Sams DCM, Tanya Pietila 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: January 27, 2025 Subject: 84 Lumber Storage Expansion – 1700 Hall Drive ________________________________________________________________________ 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). 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: 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. Identification Signing and Landscaping: x 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. x 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.” x 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. Show and label all gates with distances to the right of way line. x Additional comments on the proposed gate location and design will be provided during the review of the driveway permit. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. 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 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS X X X X X X X X X X X X DESCRIPTIONS DATEREVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401 PERMIT REVIEW 84 LUMBER STORAGE EXPANSION MAJOR SITE PLAN 1700 HALL DRIVE, WILMINGTON, NC 28405 C1.0 N/A N/A CTM CTM / MRA CTM / MRA JPH / JAD COVER SCALE: 1" = 50'LOCATION MAP2 SHEET INDEX1PROJECT INFORMATION3 SCALE: NTSVICINITY MAP4 OWNER: NEW HANOVER COUNTY AIRPORT AUTHORITY1740 AIRPORT BLVD.,SUITE 12WILMINGTON, NC 28405GRANSEUR DICKPHONE: 910-341-4333 x.1016GDICK@FLYILM.COM DEVELOPER: 84 PROPERTIES, LLC1019 ROUTE 519, EIGHTY FOUR, PA 15330BETHANY CYPHERPHONE: 724-228-8820BETHANY.CYPHER@84LUMBER.COM ENGINEER: MCKIM & CREED, INC243 N. FRONT STREET, WILMINGTON, NC 28401PHONE: 910-343-1048M. ROBIN AUSTIN, PERAUSTIN@MCKIMCREED.COM SURVEYOR: MICHAEL UNDERWOOD AND ASSOCIATES, PA102 CINEMA DR., SUITE A, WILMINGTON, NC 28403PHONE: 910-815-0650MICHAEL N. UNDERWOOD, PLSMUNDERWOOD@MUA-PA.COM CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER AND SEWER)CONTACT: BERNICE JOHNSONPHONE: 910-332-6620EMAIL: BERNICE.JOHNSON@CFPUA.ORG DUKE ENERGY (ELECTRIC)CONTACT: DONALD PRIDGENPHONE: 910-617-2733EMAIL: DONALD.PRIDGEN@DUKE-ENERGY.COM PIEDMONT NATURAL GAS (GAS) CONTACT: JARRED GARRISONPHONE: 910-251-2814EMAIL: JARRED.GARRISON@DUKE-ENERGY.COM SPECTRUM (TELEPHONE AND CABLE) CONTACT: ZACHARY WAHLPHONE: 910-508-0794EMAIL: ZACHARY.WAHL@CHARTER.NET AT&T (BELLSOUTH)CONTACT: BART GOREPHONE: 910-547-1775EMAIL: BG1678@ATT.COM NORTH CAROLINA ONE CALLPHONE: 1-800-632-4949 OR 811 NEW HANOVER COUNTY FIRE DEPT (FIRE)CONTACT: SUNNIE BATSONPHONE: (910) 798-7464EMAIL: SBATSON@NHCGOV.COM M.L.K. PKWY(SR-74) PROJECTSITE * IN T E R S T A T E 4 0 WILMINGTONINTERNATIONALAIRPORT HALL D R I V E BLU E C L A Y R O A D GARD N E R R O A D FAIRFIEL D D R I V E TR A S K D R I V E HEWLETT DRIVE N. KERRAVE. Sheet List Table SheetNumber Sheet Title C1.0 COVER C1.1 GENERAL NOTES C1.2 GENERAL NOTES C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C3.0 SITE PLAN C4.0 EROSION CONTROL PLAN - OVERALL - STAGE 1 C5.0 EROSION CONTROL PLAN - OVERALL - STAGE 2 C7.0 GRADING & DRAINAGE PLAN C8.0 UTILITY PLAN C8.1 LIGHTING PLAN C8.2 UTILITY PLAN & PROFILES C8.3 UTILITY PLAN & PROFILES C8.4 UTILITY PLAN & PROFILES C9.0 VEHICLE TRACKING C10.0 LANDSCAPE PLAN C11.0 SITE DETAILS C11.1 SITE DETAILS C12.0 EROSION CONTROL DETAILS C12.1 EROSION CONTROL DETAILS C13.0 GRADING & DRAINAGE DETAILS C13.1 GRADING & DRAINAGE DETAILS C13.2 DRY POND DETAIL C14.0 UTILITY DETAILS C14.1 UTILITY DETAILS C17.0 LANDSCAPE DETAILS 01.02.2025 01.02.2025 FUTURE SUBDIVISION LINE STORMWATER CONTROL MEASUREDRY DETENTION POND EXISTING84 LUMBER SITE CROSS CONNECTIONDRIVEWAY CONCRETEDOCK ASPHALT PAVEMENTSEE DETAIL 5/C11.0 EX R/W EX FENCE R50' X PROPOSEDSTORAGE BUILDING50,000 SQ FTFFE = 34.0 PROPOSEDEPW SAW SHED5,250 SQ FTFFE = 30.5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX SETBACK LINE (TYP) ADA CURBTRANSITIONSEE DETAIL 2/C11.0 22. 0 0 ' 120 . 0 0 ' 80.00' 10.00' 5.0 0 ' 59.42' 14 5 . 9 4 ' 63. 6 7 ' 11 0 . 7 3 ' 69.67' 245 . 0 4 ' 41. 3 3 ' 37.91' 405.18' 50.0 0 ' PROPOSED FENCE TO MATCHEXISTING ADJACENT FENCE.CHAIN LINK 3 STRAND BARBEDWIRE SINGLE PROJECTION.CONTRACTOR TO SUBMIT SHOPDRAWINGS FOR APPROVAL BYCIVIL. 12. 0 0 ' 45.00' 20 . 0 0 ' 25.0 0 ' STREET YARD BUFFER SEELANDSCAPE PLANS C11.0 20 0 . 0 0 ' 250.00' ADA PARKING ANDSIGN SEE DETAIL1/C11.0 WHEEL STOPS (TYP.)SEE DETAIL 5/C11.0 2' CONCRETE CURBAND GUTTER (TYP.) BOLLARD (TYP.)SEE DETAIL 4/C11.0 CONCRETE SIDEWALKSEE DETAIL 3/C11.0(TYP.) PROPOSED FENCE TOMATCH EXISTINGADJACENT FENCE. CHAINLINK 3 STRAND BARBEDWIRE SINGLEPROJECTION.CONTRACTOR TO SUBMITSHOP DRAWINGS FORAPPROVAL BY ENGINEER. 28.00' 60 . 0 0 ' 14.00' 10 . 0 0 ' 20 . 0 0 ' 10'x70' NCDOT SIGHTTRIANGLE (TYP.) 15' CONCRETE APRON R35' 30' CHAIN LINKDOUBLE SWING GATE DUMPSTER PAD 50 . 0 0 ' 30.00' EXISTING 30' EASEMENTDEED BOOK 5330, PAGE 1768 ADA RAMPW/ HANDRAIL 30.00' STREET YARD BUFFER SEELANDSCAPE PLANS C11.0 9.00' 5.00' R11'R10.5' 18 . 0 0 ' R5' 9.00' R5'R5' LIGHT POLE (TYP.) SITE PLAN2 DESCRIPTIONS DATEREVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401 PERMIT REVIEW C3.0 N/A N/A CTM CTM CTM JPH SITE PLAN SITE DATA AND PLAN NOTES1 GENERAL INFORMATIONDATA CLASS VALUEPARCEL ADDRESS 1700 HALL DRIVE, WILMINGTON NC, 28405 TAX PARCEL IDENTIFICATION NUMBER R04200-001-025-000(B0800E247) OWNER 84 PROPERTIES, LLCCURRENT ZONING AC - AIRPORT COMMERCEEXISTING USE WOODEDPROPOSED USE LUMBER STORAGETOTAL PROJECT AREA ±9.37 ACRES (±1,340.25 AC TOTAL) DISTURBED ACREAGE 7.15 AC (311,275 SF) SPECIAL FLOOD HAZARD AREAS ZONE X CAMA LAND USE CLASSIFICATION TRANSITION AREAS OF ENVIRONMENTAL CONCERN N/AFUTURE LAND USE MAP COMMERCE ZONE BUILDING INFORMATIONDATA CLASS VALUETOTAL BUILDING FOOTPRINT AREA 55,250 SF TOTAL BUILDING GROSS FLOOR AREA 55,250 SFTOTAL BUILDINGS 2NC BUILDING CODE CONSTRUCTIONTYPE 2B CONSTRUCTION BUILDING LOT COVERAGE 13.5% DATA CLASS REQUIRED PROPOSEDBUILDING SETBACKS FRONT 50' 110.73' SIDE (STREET)50' 91.25'' SIDE(INTERIOR)N/A N/A REAR N/A N/ABUILDING HEIGHT MAX: 35' 30' 10" SITE INFORMATION DATA CLASS EXISTING(TO REMAIN)PROPOSED TOTAL IMPERVIOUS SURFACE AREA 0 SF 214,045 SF ROOF TOPS 0 SF 55,250 SF PAVEMENT 0 SF 146,202 SF SIDEWALKS / PLAZA 0 SF 743 SF CONCRETE 0 SF 11,850 SF IMPERVIOUS AREA COVERAGE - 99.4% DATA CLASS REQUIRED PROPOSEDTOTAL PARKING SPACES * 17 050' 50' 100' SCALE: 1"=50' (Horiz.) JPH / JAD CTM / MRA CTM / MRA CTM SCALE: NTSVICINITY MAP4 M.L.K. PKWY(SR-74) PROJECTSITE * INT E R S T A T E 4 0 N. KERRAVE. * SEE ALTERNATIVE PARKING STUDY DATED 9-26-2024 GENERAL NOTES 1. REFER TO ELECTRICAL PLANS (TRENCHING) AND STRUCTURAL PLANS (LIGHTPOLE BASE)2. A TREE REMOVAL PERMIT IS NOT REQUIRED ON AIRPORT PROPERTY. RETAINPERIMETER TREES ALONG THE ROAD AND ANY LARGER SPECIMEN TREES ASPRACTICABLE. SEE DEMOLITION PLAN FOR TREE CLEARING AND LANDSCAPEPLAN FOR PROPOSED PLANTINGS. 01.02.2025 SS SS SS SS SS SS SS SS SS SS SS SS SD SD 10+00 11+0 0 11+ 8 3 . 8 9 X PROPOSEDSTORAGE BUILDING50,000 SQ FTFFE = 34.0 PROPOSEDEPW SAW SHED5,250 SQ FTFFE = 30.5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX SYMBOL BOTANICAL / COMMON NAME TREES CHIONANTHUS VIRGINICUSWHITE FRINGETREE CUPRESSUS ARIZONICA 'CAROLINA SAPPHIRE'CAROLINA SAPPHIRE CYPRESS GLEDITSIA TRIACANTHOS INERMIS`SHADEMASTER`SHADEMASTER HONEY LOCUST JUNIPERUS VIRGINIANAEASTERN RED CEDAR NYSSA SYLVATICABLACK TUPELO SHRUBS ILEX CORNUTA `DWARF BURFORD`DWARF BURFORD HOLLY ILEX GLABRA `NIGRA`NIGRA INKBERRY ILEX VOMITORIA `NANA`DWARF YAUPONITEA VIRGINICA `HENRY`S GARNET`HENRY`S GARNET SWEETSPIRE MUHLENBERGIA CAPILLARIS `REGAL MIST` TMMUHLY GROUND COVERS LIRIOPE MUSCARI 'MAJESTIC'MAJESTIC LILYTURF PLANT LEGEND DESCRIPTIONS DATEREVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401 PERMIT REVIEW LANDSCAPE PLAN2 LANDSCAPE DATA AND LEGEND1 050' 50' 100' SCALE: 1"=50' (Horiz.) SECONDARY STREET YARD BUFFER PROPERTY LINE EXISTING TREES TO BE PRESERVEDAND UTILIZED AS PORTION OFINTERNAL LANDSCAPE TREE PLANTINGREQUIREMENT, AND AS PORTION OFSECONDARY STREET YARDREQUIREMENT. EXISTING TREES TO BEPRESERVED AND UTILIZED ASPORTION OF PRIMARYSTREETYARD REQUIREMENT PROPOSED PRIMARYSTREET YARD PLANTINGS PROPOSED SECONDARYSTREET YARD PLANTINGS FOUNDATION PLANTINGAREA - 915 SF SCREENING PLANTINGS -PARKING (TYP.) INTERNAL LANDSCAPEPLANTING AREA - 8,832 SF INTERNAL LANDSCAPEPLANTING AREA - 1,070 SF PRIMARY STREET YARD BUFFER PROPOSED FENCE SEESITE PLAN. LANDSCAPE DATA REQUIREMENT REQUIRED PROPOSEDSECTION 5.4. LANDSCAPING AND BUFFERINGSEC. 5.3.2 - GENERAL STANDARDS FOR LANDSCAPING PROVIDE 15 TREES PER DISTURBED ACRE - 12.00 ACRES x15 TREES = 180 = 180 TREES 180 TREES 148 EXISTING32 PROPOSED180 TOTAL TREESSEC 5.4.5 SCREENINGSCREENING BY LIVING OR NON-LIVING MATERIAL 8' INHEIGHT: REAR SIDE OF BUILDING ABUTTING ROW,DUMPSTER/TRASH YES YES SEC 5.4.5.C: STANDARDS FOR PARKING LOT INTERIORS (LI)PROVIDE 8% OF TOTAL PARKING, LOADING, AUTOMOBILESALES, DRIVEWAYS, INTERNAL DRIVE AISLES AND OTHERVEHICULAR/PEDESTRIAN USE AS INTERIOR LANDSCAPEDAREAS - 145,873 SF x 0.08 = 11,669.8 SF INTERIOR LANDSCAPE AREA 8%11,670 SF 8%11,748 SF 1 TREE / 144 SF OF INTERIOR LANDSCAPED AREA, MIN. 1TREE PER LANDSCAPE ISLAND - 11,670 SF / 144 SF = 81.04 = 81 TREES REQUIRED 81 TREES 23 TREES(58 EXISTINGTREES) MIN 75% CANOPY TREES - 81 TREES (.75) = 60.75 = 61 CANOPY TREES REQUIRED 61 CANOPY TREES 14 CANOPY TREES(47 EXISTINGCANOPY TREES)SEC 5.4.6 STREETYARD LANDSCAPINGPRIMARY STREETYARD AREA (HALL DRIVE) - 12.5' MIN STREET YARD WIDTH - 37.5' MAX STREET YARD WIDTH - 25 SF FOR EVERY LINEAR FOOT OF STREET YARD - 773 LF FRONTAGE X 25 = 19,325 SF AREA 19,325 SF 19,325 SF - 600 SF OF STREET YARD AREA = 1 CANOPY TREE OR 3 UNDERSTORY TREES AND 6 SHRUBS - 19,325 SF / 600 = 32.2 = 33 CANOPY TREES - 19,325 SF / 600 X 6 = 193.2 = 194 SHRUBS 33 CANOPY TREES&194 SHRUBS 6 CANOPY TREES6 UNDERSTORYTREES25 EX. CANOPYTREES96 SHRUBS98 EX.SHRUBSSECONDARY STREETYARD AREA (GARDNER DRIVE) - 12.5' MIN STREET YARD WIDTH - 37.5' MAX STREET YARD WIDTH - 25 SF FOR EVERY LINEAR FOOT OF STREET YARD - 677.5 LF FRONTAGE X 25 X 0.5 = 8,469 SF AREA 8,469 SF 8,469 SF SECONDARY STREETYARD PLANTS (GARDNER DRIVE) - 600 SF OF STREET YARD AREA = 1 CANOPY TREE OR 3 UNDERSTORY TREES & 6 SHRUBS - 8,469 SF / 600 = 14.2 = 15 CANOPY TREES - 8,469 SF / 600 X 6 = 85.2 = 86 SHRUBS 15 CANOPY TREES&86 SHRUBS 3 CANOPY TREES12 EX. CANOPYTREES86 EX. SHRUBS SEC. 5.4.8. - FOUNDATION PLANTINGS (FP)12% OF THE BUILDING FACE ADJACENT TO THE PARKINGAREA OR INTERNAL DRIVENORTH - 12% OF THE BUILDING FACE ADJACENT TO THE PARKING AREA OR INTERNAL DRIVE - 7,625 SF X 0.12 = 915 SF 915 SF 915 SF JPH / JAD CTM / MRA CTM / MRA CTM LANDSCAPE PLAN C10.0 INTERNAL LANDSCAPEPLANTING AREA - 1,846 SF SHOVEL DUG BED EDGE (TYP.) SHOVEL DUG BED EDGE (TYP.) SHOVEL DUG BED EDGE (TYP.) 01.02.2025 Timbers at Whiskey Branch– Amenity Center – TRC Review Page | 1 To: Shawn C Horton From: Ryan Beil, Development Review Planner Date: 2/5/2025 PID#: R07100-004-443-000 Egov# SITECN-25-000059 Subject: Timbers at Whiskey Branch Amenity Center-TRC review The following comments have been received for the Month Day, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Your Name 910-798-7XXX 1. General Comments a. Use is amenity center for major subdivision b. Zoning is PD 2. UDO Section 5.1, Parking and Loading a. Is there a planned pedestrian crosswalk for off site parking? 3. UDO Section 5.2, Traffic, Access and Connectivity a. Our records indicate that Electric Avenue is a private road, but was originally planned for public dedication. Please confirm that it is a private road. 4. UDO Section 5.3, Tree Retention a. Tree removal permit is not required 5. UDO Section 5.4, Landscaping and Buffering a. Please note that amenity centers do require street yard landscaping. i. For non residential uses in residential districts, 12 sq ft of street yard is required for every linear foot of street yard frontage ii. The plantings provided do appear to meet the shrub requirements but tree plantings are required as well in the street yard Timbers at Whiskey Branch– Amenity Center – TRC Review Page | 2 iii. For every 600 sq ft of street yard one canopy tree is required 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 planned for the site? 7. UDO Section 5.6, Signs a. Please note signs are subject to UDO section 5.6 and a permit is likely to be required 8. UDO Section 5.7, Conservation Resources a. New Hanover County Conservation resource map indicates Pocosin is on the site, however there are no class IV soils on site so conservation overlay district regulations do not apply on this site NHC Fire Services, David Stone 910-798-7458 1. No Fire service comments at this time NHC Soil & Water Conservation, Dru Harrison 910-798-7135 1. Comments forthcoming. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing permit issued by the County is required for this project as it is part of a common plan of development. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to BWetherill@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion- Control. 2. A County stormwater permit issued by the County is required for this project should any stormwater conveyance system is proposed. 3. Please contact the State for their stormwater permit requirements. A minor modification to the high density permit is anticipated. Timbers at Whiskey Branch– Amenity Center – TRC Review Page | 3 NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site will be on public water and sewer. Application and plans must be submitted to Environmental Health for the public swimming pool. The pool must be reviewed and approved by Environmental Health 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. NCDOT, Nick Drees 910-343-3915 1. No comments. WMPO, Greer Templer 910-341-0107 1. WMPO has no comments Army Corps of Engineers, Brad Shaver 910-251-4611 1. The Corps has no comments Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn NCDEMLR, Dan Sams DCM, Tanya Pietila