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4-17-2024 TRC Agenda Full1 TECHNICAL REVIEW COMMITTEE AGENDA April 17th, 2024 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, April 17, 2024 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: Gregory Poole Equipment Rental – Commercial Site Plan – SITECN-24-000006 Request by Gregory Poole Equipment Company & McDonald York Building Company (tholland@mcdonaldyork.com) for a 9,750 sq ft rental equipment storage facility. The site is located at 8130 Market St and is zoned B-2. The engineer is Caity Hayes with Bohler Engineering (chayes@bohlereng.com) . The case planner is Wendell Biddle (wbiddle@nhcgov.com, 910-798-7068). Item 2: Hwy 421 Recycling Facility– Sketch Plan Review Request by Ken Wrenn with Elm Site Solutions for a sketch plan review for a recycling facility at 5308 US Hwy 421 N. The site is zoned I-2. 8130 Market Street – Gregory Poole Equipment Rental – Commercial Site Plan – TRC Review Page | 1 To: Tanner Holland of McDonald York building Company – Tholland@mcdonaldyork.com Will Swaringen of Bowler Engineering NC PLLC – wswaringen@bohlereng.com Caity Hayes of Bowler Engineering NC PLLC – chayes@bohlereng.com From: Wendell E. Biddle Development Review Associate Planner Date: April 17th, 2024, TRC Review PID#: R03600-005-008-000 Egov# SITECN-24-000006 Subject: 8130 Market St – Gregory Poole Equipment Rental – Commercial Site Plan – TRC Review The following comments have been received for the April 17th, 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. NHC Planning, W. E. Biddle 910-798-7068 1. General Comments – a. The site is zoned B-2, Regional Business. b. The parcel under review is within the Special Highway Overlay District (SHOD). c. The applicant’s proposal is to demo the existing structure and, in its place, erect a 9,750 SF building. d. The proposed use is to be equipment rental and leasing while the application details storage yard. Please detail any further uses outside the below definition. i. Equipment Rental and Leasing – Facilities for the sale, rental, or lease of commercial vehicles and heavy equipment. e. Invoice INV-00119201 pending payment. f. Page C-301 of submitted plans details proposed structure to be 170’ x 65’ which equals 11,050 SF. Please clarify the difference between the structure’s dimensions and the proposed square footage. 8130 Market Street – Gregory Poole Equipment Rental – Commercial Site Plan – TRC Review Page | 2 2. UDO Section 3.5.3 (Special Highway Overlay District Standards) a. Please note that any outside storage will need to be located directly to the rear of the principal building and not visible from the Market Street corridor. i. Please detail on-site plan location of any proposed outside storage space and ensure that it meets the requirement of Section 3.5.3.D.3. b. Please detail if loading areas are to be performed on the side or rear of the proposed structure. If loading areas are to be performed on the side, please note that a 3-row (vegetative) screen will be required along the front property line per Section 3.5.3.D.4. c. Please note that only one freestanding ground sign that does not exceed 6 feet in height and a maximum surface are of 150 square feet is allowed within the 100-foot (SHOD) setback per Section 3.5.3.D.6. 3. UDO Section 5.1 Parking and Loading a. Parking quantity is sufficient per the UDO. b. Please detail accessway arrows on site plan in accordance with UDO 5.1.4.B.6. c. Please detail the dimensions for the proposed parking spaces per UDO Table 5.1.4.B. d. Please detail if the illustrated service bays are to act as any loading berth that would involve the routine vehicular delivery or the shipping of goods, supplies, or equipment per UDO 5.1.5.A.1. e. Please note that per Table 5.1.5, commercial uses in size between 2,000 and 20,000 SF require a minimum of 1 loading berth. Please detail the location and dimension of said loading berth. 4. UDO Section 5.2. Traffic, Access, & Connectivity a. Please include sight triangles. b. 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 the building permit.” 5. UDO Section 5.3 Tree Retention a. The proposed trees to be removed are documented and do not require further mitigation. At time of site plan approval, a Tree Removal Permit will be required and issued. 8130 Market Street – Gregory Poole Equipment Rental – Commercial Site Plan – TRC Review Page | 3 6. UDO Section 5.4 Landscaping and Buffering a. Please detail the means of screening the proposed dumpster enclosure. 7. UDO Section 5.5 Exterior Lighting a. Please note that with the latest update to the UDO, a lighting plan is not required at time of TRC approval. See below excerpt from Section 5.5.3: i. Information about the exterior lighting for the site that demonstrates compliance with the standards in this section shall be submitted in conjunction with an application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first, approved no later than at time of construction plan approval. 8. UDO Section 5.6 Signs a. Please note that all signs are subject to Section 5.6 of the UDO. b. Please submit for sign permits prior to installation. 9. UDO Section 5.7 Conservation Resources a. There are not any conservation resources of which to make note. NHC Fire Services, Ray Griswold 910-798-7448 1. David Stone 910-798-7458 Required for Plan Review Submittal. 2. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Building Safety. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. 3. Any building with a generator or aboveground storage tank (AST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 showing all applicable distances as required from those specific requirements. 4. Any plan involving an underground storage tank (UST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements. This plan shall also show all vent lines. 5. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. Fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. Accessibility 6. All new structures larger than 7,500 square feet must comply with Section 510 of the NC Fire code. An Emergency Responder Radio Coverage (ERRC) survey must be conducted, and results given to the Building Safety Fire Plan Reviewer. All buildings that are more than one story, underground, windowless or buildings with a basement must complete an ERRC survey. (It is highly recommended that a pre-construction survey be conducted, however a pre-construction survey is not required). 7. All new structures must comply with Appendix J of the NC Fire Code, Building Information Signs. An example can be provided upon request. 8. Fire apparatus access roads are required at time of construction. They are to be capable of handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may increase this width as necessary based on potential for fire apparatus response. Dead end roads 8130 Market Street – Gregory Poole Equipment Rental – Commercial Site Plan – TRC Review Page | 4 greater than 150 feet in length shall require an approved means for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local apparatus). 9. Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). 10. Gates on fire apparatus access roads are discouraged due to the delay in response. If a gated access is deemed necessary it shall be either staffed with personnel 24 hours per day every day, 365 days of the year or must include KNOX key bypass switch and siren activation (both). (Chapter 5). 11. Key Boxes (KNOX Boxes) o Required if the structure is required to have a fire alarm system or automatic sprinkler system. o Knox Box required at front (main) entrance, above eye level. Larger facilities may require more than one. The customer may order online from Knox. 12. Premises identification is required. Address and or unit numbers are required on the street side as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6 inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. 13. Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire detection/protection equipment must be identified with signage (Chapter 5). 14. If facilities or buildings brought into or built within the jurisdiction are more than 400 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrant and mains shall be provided. 15. If an approved water supply capable of supplying the required fire flow for fire protection is available, fire hydrants shall be provided. 16. If the approved water supply is not capable of supplying the required fire flow for fire protection a private system shall be engineered to meet the required fire flow for both automatic sprinkler systems and fire hydrants. Fire Hydrants o All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5 inch pumper nozzle with a 5 inch STORZ connection. Further information on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. o All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. o Fire hydrants in general residential areas shall be installed so that all insured properties are within 500 feet of a hydrant (hydrant spacing approximately 1000 feet apart along a fire apparatus access road, installed at intersections where possible). The first fire hydrant should be installed at or near the entrance to the residential area. o Fire hydrants in mixed use and commercial areas shall be installed so that all insured properties are within 250 feet of a hydrant (hydrant spacing approximately 500 feet apart along fire apparatus access roads and preferably located at intersections when possible). o Fire hydrants for industrial and manufacturing areas shall be installed so that all structures are within 250 feet of a fire hydrant; distances may be adjusted more or less based on approval of the fire code official and based on the hazards present. o Additional fire hydrants may be required by the fire code official based on the type of hazard or use of the protected structure. (Appendix C) o Fire hydrants should be located 50 feet or more from the structure they protect. 8130 Market Street – Gregory Poole Equipment Rental – Commercial Site Plan – TRC Review Page | 5 NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please submit the permit applications documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Forms can be found at https://www.nhcgov.com/251/Stormwater and https://www.nhcgov.com/249/Sediment- Erosion-Control. 2. A curiosity review of the stormwater management report resulted in the below unofficial stormwater permit request for more information. a. Per Section 2.3.2.1, table 2-4 of the NHC Stormwater Design Manual, upon curiosity review, items 5, 8, 14, 21, and 26 appear to be missing from the plans. b. Per Section 2.3.2.2, table 2-5, upon curiosity review, items 2, 4, 6, 11 and 12 appear to be missing from the narrative report. c. Per Section 2.3.2.3, table 2-9, upon curiosity review, the perimeter ditches to the storage yard open channel calculations and drainage areas could not be found in appendices to the narrative report. d. Per Section 2.3.2.3, table 2-10, upon curiosity review, items 5 and 6 could not be found in appendices to the narrative report. e. Per Section 2.6.5, please provide a public drainage easement along the eastern portion of the pond to enable NHC Stormwater Services improved access to the NHC maintained ditched located east of the property. The County will work the adjacent property owner to obtain the full width of the easement. f. Per Article 7.8 of NHC UDO, please provide storm attenuation for the 25 year storm event. g. Please provide details and calculations for the pond’s inlet facility to the forebay along with the drainage areas. h. Details for the emergency spillway and gravel pavement couldn’t be found in the plans. Note, NHC considers gravel pavement subject to heavy loading (vehicular) as impervious. i. The sequence of construction notes should speak to when the construction entrance is installed, should not have the basin removed prior to paving, and indicate temporary erosion control measures can be removed only after approval from the NHC erosion inspector. j. Skimmer and diversion ditches details and calculations are missing. k. Wood stakes for silt fence isn’t permitted and 8’ spacing post spacing requires reinforcement. l. The specifications and maintenance requirements for the erosion control measures couldn’t be found in the plans. 3. Please contact the State for the stormwater permit requirements. 4. Please note an existing state and county stormwater permit exists for this site. These permits will need to be rescinded. 8130 Market Street – Gregory Poole Equipment Rental – Commercial Site Plan – TRC Review Page | 6 NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water. Environmental Health has records of two wells at 8130 Market St. These wellheads must be protected during demolition and properly abandoned by a Certified Well Driller. Proposed infrastructure does not violate setbacks to any surrounding properties well heads. 2. Site plan reflects connection to public sewer. Surrounding properties appear to be connected to public sewer as well. Proposed infrastructure does not violate setbacks to any surrounding properties septic systems. NHC Addressing, Katherine May 910-798-7443 No Comments. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA water and sewer are available. 2. Project is currently in CFPUA Plan Review. NCDOT, Nick Drees 910-398-9100 See attached. WMPO, Jamar Johnson 910-473-5130 See attached. Brad Shaver USACOE Brad.E.Shaver@usace.army.mil No Comments Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison USACE, Rachel Capito NCDEMLR, Dan Sams DCM, Tanya Pietila STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: April 4, 2024 Subject: Gregory Poole_8130 Market Street ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx 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 (attached) for submittal requirements (Documents, details, and plans). Site Plan Comments: Gates: x No gates are allowed within 100’ from the right-of-way. Turning Movements: x Provide auto turn templates for the largest proposed vehicle at the proposed entrance. o The proposed driveway connection may need to be modified to accommodate vehicles. x A radius encroachment letter will be required if the radius of the proposed driveway crosses the adjoining property line. x Provide auto turn templates for the largest proposed vehicle at the u-turn to the north (Food Lion Driveway). o Depending on the vehicle this could be a conflict area. Internal Protection Stem: x Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. Drainage: x The existing curb inlet will be impacted at the proposed driveway location and will need to be moved. Grading: x If a low boy tractor trailer is used make sure to accommodate the ground clearance with the proposed slope of the driveway. NCDOT Standard Drawings: x Make sure to use the 2024 NCDOT Standard Drawings. x Include the corresponding standards for any work within the right of way. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. This includes business signs and plantings. x Show and label the appropriate sight distances. o No obstructions shall be placed within the stopping sight distance. This includes business signs and plantings. o Reference table 3-1 below for design requirements. OWNER WILM PROPCO LLC.DURHAM, NC 277047 DEVELOPER MCDONALDYORK801 OBERLIN RD, SUITE 235RALEIGH, NC. 27605(910) 832-3770 PROPOSED GREGORY POOLE RENTAL FACILITY 8310 MARKET ST WILMINGTON, NC 28411 NEW HANOVER COUNTY FOR CONTACT: WILL SWARINGEN PHONE: 919-578-9000 PREPARED BY C-101 COVERSHEET LOCATION MAP SCALE: 1" = 1,000' REFERENCESiBOUNDARY & TOPOGRAPHIC SURVEY:BOHLER ENGINEERING NC, PLLC4130 PARKLAKE AVE. STE 200RALEIGH, NC. 27612DATED: 02/23/2024ELEVATIONS: NAVD 1988 OR NGVD1929 OR ELSE(IDENTIFY SOURCE) iGEOTECHNICAL INVESTIGATION REPORT:XXXXXXX.XXXXXXXXXXXXXXXDATED: XX/XX/XXiWETLAND DELINEATION REPORT:ESC SOUTHEAST LLC.5260 GREENS DAIRY RDRALEIGH, NC 27612DATED: 02/08/2024 iARCHITECTURAL PLAN: 310 ARCHITECT + INTERIORS, PA P.O. BOX 97935RALEIGH, NC. 2864-7935 GOVERNING AGENCIESiPLANNING, ZONING COMMITTEENEW HANOVER PLANNING AND LAND USE230 GOVERNMENT CENTER DR #110WILMINGTON, NC 28403PHONE: (910) 798-7165 iBUILDING DEPARTMENT NEW HANOVER COUNTY BUILDING SAFETY230 GOVERNMENT CENTER DR #170WILMINGTON, NC 28403PHONE: (910) 798-7308 iCAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRWILMINGTON, NC 28403PHONE: (910) 332-6550 ROW JURISDICTIONiTRAFFIC, STORMWATER, WATER & SEWERDISCTRICT 3 NCDOT OFFICE300 DIVISION DRWILMINGTON, NC 28401 PHONE: (910) 341-2000 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BYREFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLERENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORKREFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES AND CONTACTS ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BYCHECKED BY 03/15/2024 SC PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.: PROJECT: FOR \\B O H L E R E N G . N E T \ S H A R E S \ N C - P R O J E C T S \ 2 0 2 3 \ N C B 2 3 0 2 5 7 . 0 0 \ L A N D D E V E L O P M E N T \ C A D \ D R A W I N G S \ P L A N S E T S \ N C B 2 3 0 2 5 7 - C N D S - 0 - - - - - > L A Y O U T : C - 1 0 1 C O V R DI THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB230257DWWS03/15/2024 SITE PLANDOCUMENTS GREGORY POOLE RENTALFACILITY 8130 MARKET STWILMINGTON, NCNEW HANOVER COUNTY It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION SC COA NO. 4810 4130 PARKLAKE AVENUE, SUITE 200RALEIGH, NC 27612Phone: (919) 578-9000 NC@BohlerEng.com TM THE I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R WRI T T E N AUTH O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SIT E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BOH L E R SEAL051703WI L LISE.SWARINGEN Sheet List Table Sheet Number Sheet Title C-101 COVER SHEET C-102 GENERAL NOTES -- ALTA SURVEY -- TREE SURVEY C-201 DEMOLITION PLANC-202 TREE REMOVAL PLAN C-301 SITE PLAN C-401 GRADING & DRAINAGE PLAN C-402 SCM PLAN C-501 UTILITY PLAN C-601 EROSION & SEDIMENT CONTROL PH1 C-602 EROSION & SEDIMENT CONTROL PH2 C-603 EROSION & SEDIMENT CONTROL DETAILS C-701 LANDSCAPE PLANC-702 LANDSCAPE DETAILS C-703 LIGHTING PLAN C-901 SITE DETAILS LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD LO D LOD LO D LOD LO D LOD LO D LOD LO D LOD LO D LOD LO D LOD LO D LOD LO D LOD LODLODLODLODLODLODLODLOD LOD LO D LOD LO D LOD LO D LOD LO D LOD LO D LOD LO D LOD LO D LOD LO D LOD LO D PROP BUILDING9,750 SFFFE = 39.75' SERVICE BAYS 30' R 30'R 75 ' R 5 0 ' R 5 0 ' R 57'R 10'R 5'R 10' R 5'R 5'R 5'R F F F F FF F F F F FF F FF F WWWWW W WW 7R WW W E E EE E E EE WE EEEE EE E ER EEEE E EE EE E EWWW FFFFFFFFFFFFFFFFFFFFF W W ME 47.22 ME 47.45 TC 46.29TC 45.89 TC 42.03 TC 40.83 TC 39.32 TC 39.85 TC 40.05 G 39.54 TC 40.45 G 39.37 TC 40.38 TC 40.52 TC 40.98 TC 41.55 TC 42.39 TC 40.42 G 38.03 G 37.55 G 37.28 G 38.14G 39.33 FF 39.75 FF 39.68 FF 39.75 FF 39.75 G 33.71 G 33.00 G 33.00 G 34.35 G 39.59 G 39.60 G 33.83 G 33.23 G 34.48 G 38.68 G 38.05 G 39.70 G 39.68 31303130 G 36.87 G 38.35 G 37.94 G 38.22 32 37 40 42 43 44 34 2829 262524 26 29 A-20 PR O P 1 8 " H D P E A-10 G 38.78 G 33.03 G 38.67 G 39.50 G 39.53 G 39.33G 39.33 G 33.50 23 23 24 25 26 2728 28 27 26 25 STORM STRUCTURE SCHEDULE STRUCTURE # A-10 A-20 TYPE PROP FES RIM 29.31 31.94 INV IN INV IN = 29.80' (18") INV OUT INV OUT = 29.31 (18") STORM SEWER PIPE SCHEDULE FROM A-10 FROMINV 29.80' TO A-20 TOINV 29.31' PIPELENGTH 42' SLOPE(%) -1.17% DIAMETER(IN.) 18" MATERIAL HDPE C-401 GRADING ANDDRAINAGE PLAN W E S NAD83 NAD83 ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BYCHECKED BY 03/15/2024 SC PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.: PROJECT: FOR \\B O H L E R E N G . N E T \ S H A R E S \ N C - P R O J E C T S \ 2 0 2 3 \ N C B 2 3 0 2 5 7 . 0 0 \ L A N D D E V E L O P M E N T \ C A D \ D R A W I N G S \ P L A N S E T S \ N C B 2 3 0 2 5 7 - G R A D - 0 - - - - - > L A Y O U T : C - 4 0 1 G R A D DI THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NCB230257DWWS03/15/2024 SITE PLANDOCUMENTS GREGORY POOLE RENTALFACILITY 8130 MARKET STWILMINGTON, NCNEW HANOVER COUNTY It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION SC COA NO. 4810 4130 PARKLAKE AVENUE, SUITE 200RALEIGH, NC 27612Phone: (919) 578-9000 NC@BohlerEng.com TM THE I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R WRI T T E N AUTH O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SIT E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BOH L E R SEAL051703WI L LISE.SWARINGEN GRAD-0 1"= 40' 040102040 31.35' GRAVEL 5 RIDGE 3:1 M A X 3% AVG TYPICAL EDGE OF CONCRETE DETAILNTS 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 MEMORANDUM To: New Hanover County Technical Review Committee Date: 4/1/24 Subject: Gregory Poole Equipment Rental Comments: • Please clarify if the sidewalk is raised. If raised, provide a curb ramp with ADA detectable warning pad. If not raised, provide wheel stops for parking spaces along sidewalk. • Provide turning templates of the largest design vehicle to access the site. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: 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 ITE 811 Construction Equipment Rental Store 9,750 SF n/a n/a 10