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6-19-2024 TRC Agenda Full1 TECHNICAL REVIEW COMMITTEE AGENDA June 19th, 2024 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, June 19, 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: Sheetz at Shade Tree – Commercial Site Plan – SITECN-24-000019 Request by Cristine C Point, property owner, for a Sheetz convenience store with fuel stations. The site is 4.4 acres and is zoned B-2, located at 4915 Carolina Beach Road. The engineer is Patrick Barbeau with Timmons Group (Patrick.barbeau@timmons.com). The case planner is Love Ott, (lott@nhcgov.com, 910- 798-7444) Item 2: Old Lendire Parking Lot – Commercial Site Plan – SITECN-24-000020 Request by Justin Fulford of JGAT LLC for a conversion of an old street (Old Lendire Road, no longer a street) to a parking lot for their mixed commercial development, and conversion of two buildings on site from storage to commercial use. The site is 1 acre and is zoned B-2, located at 7227, 7223 and 7231 Market St. The engineer is Howard Resnick with CSD Engineering (howard@csd-engineering.com). The case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450) Item 3: Jay’s Place – Commercial Site Plan – SITECN-24-000021 Request by Joseph Hudson with Castle Plaza Development, LLC for Office/Warehouse flex space. The site is 1.03 acres and is zoned B-2, located at 5409 Castle Hayne Road. The engineer is Mark Hargrove with Port City Consulting Engineers, PLLC (mark@portcityeng.com), the case planner is Wendell Biddle (wbiddle@nhcgov.com, 910-798-7068) Item 4: Flemington Warehouse and Laydown Yard – Commercial Site Plan – SITECN-24-000022 Request by Vince Burgess, IV of Burgess Land Lease, LLC for a warehouse and laydown yard. The site is 4.00 acres and is zoned I-2, located at 133 Flemington Road. The engineer is Phil Tripp with Tripp Engineering (ptripp@trippengineering.com), the case planner is Amy Doss, (adoss@nhcgov.com, 910- 798-7571). Item 5: Blue Bay Townhomes – Major Subdivision – SUBPP-24-0005 Request by Elizabeth Shelton- Division President with DR Horton, on behalf of Blue Tank LLC, property owners, for a 263 unit townhome development. The site is located at 5735 Blue Clay Rd and is zoned Conditional RMF-L. The engineer is John Wall with Timmons Group (john.wall@timmons.com), the case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450). Item 6: Construction Office and Laydown Yard – Commercial Site Plan – SITECN-24-000023 Request by David Honeycutt of DMH Land, LLC, owner, for a construction office and laydown yard. The site is 31.26 acres and is zoned I-2, located at 4720 N College Road. The engineer is Mark Hargrove with Port City Consulting Engineers, PLLC (mark@portcityeng.com), the case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450). 4915 Carolina Beach Road – Preliminary Plan – TRC Review To: Patrick Barbeau Timmons Group (patrick.barbeau@timmons.com) From: Love Ott – Development Review Planner Date: June 19,2024 PID#: R07100-003-024-000 Egov#: SITECN-24-000019 Subject: 4915 Carolina Beach Rd. – Sheetz – Preliminary Plan – TRC Review The following comments have been received for the June 19, 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, Love Ott 910-798-7444 1. General Comments a. Zoning district: B-2. Proposed use: Convenience Store, Fuel Station b. Please note the below standards from UDO Section 4.3.4.I.2 for Fuel Sales: i. Fuel sales in all districts where allowed shall comply with the following standards: a. The premises shall not be used for the sale of vehicles. b. Fuel pump canopies shall meet the setbacks of the underlying zoning district, as measured from the outer edge of any supportive structure physically connected to a fuel pump and the ground along a straight line to the nearest point of the property line. c. Setback distances from street rights-of-way may be reduced by one-half. 2. UDO Section 5.1, Parking and Off-Street Loading a. Parking is sufficient. 3. UDO Section 5.2, Traffic, Access and Connectivity: a. Any access questions, please refer to NCDOT comments. b. Please be aware that no building permit will be issued until NCDOT has issued the Driveway Permit. 4915 Carolina Beach Road – Preliminary Plan – TRC Review 4. UDO Section 5.3, Tree Retention: a. Tree Removal Permit has been received. 5. UDO Section 5.4, Landscaping and Buffering: a. Please use distinct graphics to illustrate trees to be removed b. Please show sight triangles on the landscape plan. c. Exemption request from foundation plantings at drive through granted, UDO 5.4.7.C.1. d. Perimeter landscaping includes existing trees, please ensure tree protection is used during disturbance. e. Parking lot interior landscaping appears to meet requirements, UDO Table 5.4.5.C. 6. UDO Section 5.5, 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. b. When available, please send over lighting plan for review and approval. 7. 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. c. Please note that per UDO Section 5.6.2.J.4.a.3, Carolina Beach Road, Freestanding signs along Carolina Beach Road shall comply with the provisions of this section except that only one freestanding ground sign not to exceed six feet in height and a maximum surface area of 150 square feet is permitted. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Overlay map, there are no Conservation Resources on this portion of the site. NHC Fire, Sunnie Batson 910-798-7464 1. Required for Plan Review Submittal: a. The complete TRC/Site plans comments by fire during review shall be submitted along with the building plans for review to New Hanover County Fire Marshal’s Office. This shall include the complete set of civil plans showing existing and proposed fire hydrant locations. Failure to submit the comments or a complete set of civil plans will result in a resubmittal for review for verification of compliance. b. Any plans 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. 2. Accessibility – Fire Apparatus Access Road: a. Fire apparatus access is required at the time of construction. These roads are required to be capable of supporting 85,000 lbs. in all weather conditions. 3. Addressing: a. Premises identification signage is required during construction. The signage is permitted to be temporary until permanent signage is installed. 4. Water Supply (Chapter 5 and Appendix C) – Fire Hydrants: 4915 Carolina Beach Road – Preliminary Plan – TRC Review a. All fire hydrants shall be installed to Cape Fear Public Utility Authority specifications. CFPUA specifications are available from the Fire Marshal’s Office or CFPUA. b. A fire hydrant will be required to be installed at the entrance to the project site off Carolina Beach Road. 5. Construction and Demolition a. Chapter 33 must be adhered to during the construction process and any demolition. NHC Engineering (Stormwater), Galen Jamison 910-798-7072 1. The County stormwater and land disturbance permit is currently under review. Any comments will be forwarded the designer. 2. The offsite drainage coming from the north that is conveyed in culvert FE300-301 shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction within this offsite drainage conveyance measure that will be maintained by the county will need to be observed during construction by Stormwater Services and a turnover meeting scheduled once the system is ready to be conveyed to the county. Please add a plan note to ensure county construction observation and a turnover meeting occurs. Note, should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure. 3. Please contact the State for their stormwater permitting requirements. It is anticipated a high density permit will be necessary. NHC Environmental Health, Dustin Fenske 910-798-7324 1. Site plan reflects connection to public water. Environmental Health has a record of a well being installed on this property in 1995. There is also a record for a well abandonment but specifics are not given. The developers must be mindful if there is a well head encountered during demolition, and it has not been properly abandoned; it must be properly abandoned by a certified well driller. This is extremely necessary since this will be a gas station. Environmental Health does not have any records on surrounding properties in which setbacks (sewer and UST's) will be violated. 2. If food service is occurs at this facility then application submitted and approval must be received from the NC Environmental Health Plan Review Unit. 3. Site Plan reflects connection to public sewer. Environmental Health records reflect a septic system being installed in 1981. If a septic tank is encountered during demolition, then it shall be pumped, crushed and filled. Proposed infrastructure does not violate setbacks to any surrounding properties septic systems. NHC Addressing, Katherine May 1. No comments. Current address is acceptable. CFPUA, 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. 4. CFPUA water available via mainline extension 5. CFPUA sewer will be available through mainline extension and installation of pump station. 6. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 4915 Carolina Beach Road – Preliminary Plan – TRC Review 7. A capacity is determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan; this determination does not guarantee capacity. 8. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees, 910-398-9100 1. Please see attached appendix from NCDOT. WMPO, Scott James, 910-473-5130 1. Please see attached appendix from WMPO. Army Corps of Engineers, Brad Shaver 910-251-4611 1. JD completed, and permit is expected. 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: June 5, 2024 Subject: Sheetz Shade Tree Lane – 4915 Carolina Beach Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway permit has been submitted to NCDOT for review. x Permit # D033-065-24-00079. 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). x No private utilities are allowed to run parallel in the NCDOT right-of-way. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Required Roadway Improvements: Roadway improvements are required per the approved TIA (included): x The required roadway improvements can be incorporated into the driveway permit and will not require a separate encroachment agreement. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. x Figure 8-10 Recommended Treatment for Turn Lanes (Included). Site Plan Comments: Hydraulic calculations and associated plan sheets will need to be submitted for the site. x This will be reviewed by the NCDOT Hydraulics Unit. Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. x Sheet C7.4 The proposed driveways need to be designed accordingly to allow for the ingress and egress without any conflicts. The proposed pavement design and the limits of the final layer of asphalt will be reviewed during the driveway permit review. 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. o Reference table 3-1 below for design requirements. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. x These will need to meet the minimum requirements of the approved TIA. You can coordinate with the district office with any questions 910-398-9100. Mailing Address: NCDEPARTMENTOFTRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101WILMINGTON, NC 28403 04-11-03COURIER Telephone:910-398-9100 CustomerService:1-877-368-4968 Website:ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 March 13, 2024 Mr. Jeff Hochanadel, PE, PTOE Timmons Group 5410 Trinity Road, Suite 102 Raleigh, NC 27607 RE: Approval with conditions for the Traffic Impact Analysis (TIA) associated with the Sheetz (Shade Tree) commercial development in New Hanover County, NC Dear Mr. Hochanadel, The WMPO, NCDOT and New Hanover County staffs have reviewed the Sheetz (Shade Tree)TIA (sealed January 23, 2024) and based on the information provided and conversations held to date, it is our understanding that the proposed development will be built in 2025 and consist of the following: ITE Land Use Code 945 – 6,139 SF of Convenience Store/Gas Station with 12 vehicle fueling positions The following improvements are required of this development: US 421 (Carolina Beach Rd) and SR 1262 (Horn Rd) (Left-in/Right-in/Right-out intersection) o No improvements are required. US 421 (Carolina Beach Rd) and SR 1197 (Silver Lake Rd)/SR 2361 (Shade Tree Lane)(Signalized intersection) o Extend the southbound left turn lane on US 421 (Carolina Beach Road) to provide 300 feet of storage, appropriate full-width deceleration, and taper. o Extend the northbound left turn lane on US 421 (Carolina Beach Road) to extend the full width storage by 100 feet. The existing 200-foot taper may be reduced to 100 feet in length to accommodate this improvement. US 421 (Carolina Beach Rd) and Site Access 1 (Right-in/Right-out intersection) o Construct a northbound right turn lane on US 421 (Carolina Beach Road) with 175 feet of storage, appropriate full width deceleration and taper. o Construct site access (westbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line and configured as right-in/right-out operation. o Provide stop controls for westbound approach. NCDOT/WMPO Required Improvements Figure Sheetz - Shade Tree Legend Black - Existing Infrastructure Blue -Full build Improvements -Stop Control -Signal - Right-in/Right-out Extend the northbound left turn lane on US 421 (Carolina Beach Road) to extend the full width storage by 100 feet. The existing 200-foot taper may be reduced to 100 feet in length to accommodate this US 4 2 1 Site Access 1 Si t e A c c e s s 2 Secure Self Storage Driveway Horn Road US 4 2 1 30 0 ' s t o r a g e , de c e l e r a t i o n a n d 50 ' I P S 100' IPS 17 5 ' 20 0 ' s t o r a g e , 10 0 ' t a p e r Attachment JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N The s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S:\3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 2 - 3 3 2 - S h a d e T r e e L n \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 2 - C 0 . 0 - C O V R . d w g | P l o t t e d o n 5 / 1 5 / 2 0 2 4 4 : 3 4 P M | b y J a c o b F r e n c h ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVERCOUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 05/15/2024 C0.0 CO V E R S H E E T 332 P. BARBEAU P. BARBEAU NA D 8 3 VICINITY MAP NTS CIVIL ENGINEER: TIMMONS GROUP 5410 TRINITY ROAD SUITE 102RALEIGH, NC 27607 PROJECT MANAGER: PATRICK BARBEAU, PE PATRICK.BARBEAU@TIMMONS.COMPH: (919) 866-4512 ENGINEER OF RECORD: PATRICK BARBEAU, P.E. PATRICK.BARBEAU@TIMMONS.COMPH: (919) 866-4512 WILMINGTON, NORTH CAROLINA 28412 NEW HANOVER COUNTY DEVELOPER: BRIAN DOWNS ENTITLEMENT MANAGER 5700 SIXTH AVENUEALTOONA, PA 16602 PH: (919) 264-8593 BDOWNS@SHEETZ.COM POINT CLAN 1, LLC 4915 CAROLINA BEACH ROAD WILMINGTON, NC 28409 SITE PLAN REVIEW OWNER:SURVEYOR: CONVENIENCE ARCHITECTURE AND DESIGN P.C. 351 SHEETZ WAY CLAYSBURG PA 16625 PH: (814) 239-6013TCOLUMBU@SHEETZ.COM ARCHITECT: SITE PLAN SUMMARY PROJECT: SHEETZ - SHADE TREE LANE OWNERS:POINT CLAN 1 LLC;4915 CAROLINA BEACH ROADWILMINGTON, NC 28409 PROJECT ADDRESS: 4915 CAROLINA BEACH ROAD PID #:R07100-003-024-000 DEED: DB 3687 PG 680 ZONING: B2 - BUSINESS DISTRICT EXISTING USE: LANDSCAPE NURSERY PROPOSED USE:CONVENIENCE STORE WITH GAS SALES AND RESTAURANT WITHSEATING AND DRIVE THRU FLOOD ZONE:NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP#3720313400K (EFFECTIVE 08/28/2018) TOTAL EXISTING TRACTAREA:4.40 AC PROPOSED TRACTAREA:PARCEL #1 (SHEETZ): 2.76 AC POST-ROW DEDICATIONPARCEL #2: 1.55 AC POST-ROW DEDICATION DISTURBED AREA:3.9 AC TOTALON-SITE: 2.95 ACOFF-SITE WITHIN PUBLIC ROW: 0.95 AC EXISTING IMPERVIOUSSURFACE AREA:25,526 SF PROPOSEDIMPERVIOUS SURFACEAREA:87,676 SF (62%) - INCLUDES 0.1 AC (4,356 SF) FUTURE IMPERVIOUS TYPE OF BUILDINGCONSTRUCTION:V-B (NON-SPRINKLERED) TYPE OF CANOPYCONSTRUCTION:II-B VEHICLE PARKINGSUMMARY: REQUIRED RESTAURANT: 6 SPACES PER 1000 SQUARE FEET OF GFA =2,363 SF / 1000 * 6 = 14 SPACES REQUIREDRETAIL: 2.5 SPACES PER 100 SQUARE FEET OF GFA =4,151 SF / 1000 * 2.5 = 10 SPACES PROVIDEDTOTAL: 24 SPACES VEHICLE PARKINGSUMMARY: PROVIDED 44 SPACES ON-SITE, ADA: 2 REQ'D; 2 PROV'D W/ 1 VAN ACCESSIBLE1 LOADING SPACE SHEETZ - SHADE TREE LANE SITE CA R O L I N A B E A C H R D TIMMONS GROUP MARTIN WEBB, PLS 610 E MOREHEAD STREETSUITE 250 CHARLOTTE, NC PH: (919) 866-4952 MARTIN.WEBB@TIMMONS.COM GENERAL NOTE ALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITECONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTORAND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVE VISITED THE SITE AND HAVEINCLUDED IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIREDDUE TO EXISTING SITE CONDITIONS. 05/15/2024 SH E E T Z - S H A D E T R E E L A N E WIL M I N G T O N - N E W H A N O V E R C O U N T Y - N O R T H C A R O L I N A 64250.002 SHADE T R E E L A N E SP L I T R A I L D R SILVER L A K E R D Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 EXISTING CONDITIONS PLAN C1.1 EXISTING CONDITIONS PLAN C1.2 TREE CLEARING PLAN C1.3 TREE CLEARING PLAN C1.4 DEMOLITION PLAN C1.5 DEMOLITION PLAN C2.0 SITE PLAN C2.1 TURN LANE PLAN C2.2 TURN LANE PLAN C2.3 VEHICULAR CIRCULATION PLAN C2.4 VEHICULAR CIRCULATION PLAN C3.0 GRADING AND DRAINAGE PLAN C3.1 SCM DETAILS C3.2 SCM DETAILS C4.0 EROSION CONTROL PLAN - PHASE I C4.1 EROSION CONTROL PLAN - PHASE I C4.2 EROSION CONTROL PLAN - PHASE II C4.3 EROSION CONTROL PLAN - PHASE II C4.4 NPDES PLAN C4.5 NPDES AND NCG01 SPECIFICATIONS C5.0 UTILITY PLAN C5.1 UTILITY PLAN C5.2 LIGHTING PLAN C6.0 LANDSCAPE PLAN C6.1 LANDSCAPE DETAILS C7.0 NOTES AND DETAILS C7.1 NOTES AND DETAILS C7.2 NOTES AND DETAILS C7.3 NOTES AND DETAILS C7.4 NOTES AND DETAILS C7.5 NOTES AND DETAILS C7.6 NOTES AND DETAILS C7.7 NOTES AND DETAILS C7.8 NOTES AND DETAILS C7.9 NOTES AND DETAILS C7.10 NOTES AND DETAILS C7.11 NOTES AND DETAILS A1.0 EXTERIOR ELEVATIONS A1.1 EXTERIOR ELEVATIONS A1.2 FUEL CANOPY DETAILS PS1.0 PRIVATE LIFT STATION SITE LAYOUT PS1.1 PRIVATE LIFT STATION FORCE MAIN PLAN AND PROFILE PS1.2 PRIVATE LIFT STATION DETAILS PS1.3 PRIVATE LIFT STATION DETAILS MUNICIPAL CONTACT LIST GAS PIEDMONT NATURAL GAS1321 SOUTH 10TH STREET, WILMINGTON, NC 28401 PHONE: 910-251-2814JARRED GARRISON JARRED.GARRISON@DUKE-ENERGY.COM NEW HANOVER COUNTY ENGINEERING 230 GOVERNMENT CENTER DRIVE, SUITE 160WILMINGTON, NC 28403 PHONE: 910-798-7117TIM LOWE, PE TLOWE@NHCGOV.COM NEW HANOVER ZONING NEW HANOVER COUNTY ZONING230 GOVERNMENT CENTER DRIVE, SUITE 110 WILMINGTON, NC 28403PHONE: 910-798-7450 ZACHARY DICKERSONZDICKERSON@NHCGOV.COM WATER AND SEWERCAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVEWILMINGTON, NC 28403 PHONE: 910-332-6673JEFF THEBERGE, PE BUILDING CODE OFFICIALNEW HANOVER COUNTY BUILDING INSPECTIONS 230 GOVERNMENT CENTER DRIVE, SUITE 170WILMINGTON, NC 28403 PHONE: 910-798-7308 ELECTRIC DUKE ENERGY 5700 HOLLY SHELTER ROAD CASTLE HAYNE, NC 28429PHONE: 910-386-3232 AMY NEELEYAMY.NEELEY@DUKE-ENERGY.COM TELEPHONE/CABLESPECTRUM 2321 SCIENTIFIC PARK DRIVEWILMINGTON, NC 28405 PHONE: 980-508-0794ZACHARY WAHL ZACHARY.WAHL@CHARTER.NET DEPARTMENT OF PLANNING NEW HANOVER COUNTY PLANNING230 GOVERNMENT CENTER DRIVE, SUITE 110 WILMINGTON, NC 28403PHONE: 910-798-7450 ZACHARY DICKERSONZDICKERSON@NHCGOV.COM NCDOT5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403PHONE: 910-398-9100 BEN HUGHES, PEBTHUGHES@NCDOT.GOV TC X X X X X X X X X X X X X X X X X X X X OH P OH P OH P OHP OH P OHPOHPOHP X X X X X X X X X X X X X X OH P OH P OHP 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 X X VAN STO P STANDARDUST FIELD NEW SHEETZ STORE 6139 SQ. FT.FFE: 22.50' 25' FRONT BUILDING SETBACKAND STREETCAPE BUFFER 25' SIDE STREETBUILDING SETBACK 20' REAR BUILDING SETBACK 10' REAR LANDSCAPE BUFFER 10' SIDE LANDSCAPE BUFFER 32' 10' 65'27' 5' 32' 26' 60' 47.1' 60' 35' 48' 20' 30' 8' 10' 12' ±7.27' ANTICIPATEDRIGHT-OF-WAY DEDICATION3,764 SQFT 100' 58' 14' 19' 14' R25'R25' R25' R8' R3'R39' R3' R8'R39' R2' R2' R20' R3'R3'R10' R5' R20' R3' R3' R15'R15' R50' R5' R15'R15' R25' R40' R4'R15' R50'R50' R25'ZS01 ZS02 ZS03 ZS04 ZS05 ZS06 ZS13 ZS13 ZS18 ZS19 ZS20 ZS21ZS22 ZS24 ZS25 ZS26 ZS29 ZS30 ZS33 ZS34 ZS35 ZS36 ZS37 ZS37 ZS42 ZS46 R3' ZS48 ZS51 ZS52 ZS54R3' ZS55 ZS56ZS56 R3'R3' ZS57 ZS57 ZS59 ZS60 ZS62 ZS62 ZS67 ZS68 ZS69 ZS705'ZS71 R3' 12.5' SECONDARYSTREETYARDBUFFER 149.58' 12.33' S01 S02 S02 S02 S03 S04 S04 S05 S06 S07 S07 S07 S08 82' 6.16' 28' S09 R25' 175' FULL STORAGE 100' TAPER 2' PAVED SHOULDER S10 300' FULL STORAGE150' TAPER S04 S11 S12 12' N5 0 ° 1 1 ' 2 0 " E 20 8 . 3 6 ' S39°34'02"E 185.69'S39°34'02"E 329.71' 7.91' 10' 20' 10' 5' 20' 6.5'10'8' 20' 10' 8' 20' 20' 30' S13 ZS62 43.54' S14 S15 S15 S15 S15 S16 S16 2' PAVED SHOULDER ZS60 ZS60 ZS60 PARCEL 1PARCEL 2 20' 25'S16 S87°2 1 ' 0 9 " E 229.6 7 ' SITE LAYOUT KEYNOTES NUMBER DESCRIPTION ZS01 C-STORE BUILDING; REFER TO ARCHITECTURAL AND MEPPLANS. ZS02 TRASH ENCLOSURE AND BOLLARDS; REFER TO SHEETZTRASH ENCLOSURE DETAIL.ZS03 GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS. ZS04 DISPENSER AND ISLAND; REFER TO UNDERGROUND STORAGETANK SYSTEM PLANS. ZS05 UNDERGROUND STORAGE TANKS AND PAD; REFER TOUNDERGROUND STORAGE TANK SYSTEM PLANS. ZS06 UNDERGROUND STORAGE TANKS VENT STACK; REFER TOSHEETZ DETAIL 35 UNDERGROUND STORAGE TANK SYSTEMPLANS BY OTHERS. ZS13 MONUMENT SIGN. VERIFY EXACT LOCATION AND LOCATIONBEFORE ROUGH-IN. PERMITTED BY OTHERS. ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OF ARCHITECTURALPLANS. ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TOARCHITECTURAL PLANS. ZS20 PROPANE LOCKERS, BOLLARDS, AND CONCRETE PAD; REFERTO SHEETZ DETAIL 18 OR 19 AND ARCHITECTURAL PLANS.ZS21 ICE MERCHANDISER (TYP.).ZS22 AUTOMOTIVE RETAIL SALES DISPLAY. ZS24 PUSHPLATE BOLLARD; REFER TO A100 OF ARCHITECTURALPLANS. ZS25 FENCE @ SEATING AREA (TYP.); REFER TO A100 OFARCHITECTURAL PLANS. ZS26 OUTDOOR SEATING AREA AND TABLES; REFER TO REFER TOARCHITECTURAL PLANS. OUTDOOR SEATING MUST NOTPROHIBIT ADA ACCESS. ZS29 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;REFER TO ARCHITECTURAL PLANS.ZS30 24" CURB & GUTTER; REFER TO SHEETZ DETAIL 15. ZS33 STOREFRONT BUMPER POST, REFER TO SHEETZ DETAIL 01(TYP.). PLACE ACCORDING TO SHEETZ DETAIL 07 AND/OR 08. ZS34 6" OR 8" BOLLARD(S); REFER TO SHEETZ DETAIL 17 ANDUNDERGROUND STORAGE TANK SYSTEM PLANS FOR SIZE,LOCATION, AND COUNT (TYP.). ZS35 FLAGPOLE AND FLAGPOLE FOUNDATION; REFER TO SHEETZDETAILS 11 AND 12. ZS36 FLAGPOLE LIGHT AND LIGHT FOUNDATION; REFER TO SHEETZDETAILS 13 AND 14. ZS37 AIR MACHINE PAD AND BUMPER POSTS; REFER TO SHEETZDETAIL 05. ZS41 EMERGENCY SHUT-OFF SWITCH, REFER TO ELECTRICAL,UNDERGROUND STORAGE TANK SYSTEM PLANS, AND SHEETZDETAIL 29. ZS42 ELECTRIC TRANSFORMER PAD; GC TO COORDINATELOCATION WITH LOCAL PROVIDER. LOCAL PROVIDER CANSUPERSEDE THE PROPOSED TRANSFORMER PAD LOCATION. ZS43 24" DIA. LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN);REFER TO SHEETZ DETAIL 33 AND LIGHTING PLANS BYOTHERS. ZS44 24" DIA. FLUSH LIGHT POLE BASE (TYPICAL - PER LIGHTINGPLAN); REFER TO SHEETZ DETAIL 34 AND LIGHTING PLANS BYOTHERS.ZS46 CONCRETE LOT PAVEMENT; REFER TO SHEETZ DETAIL 20. ZS48 ASPHALT LOT PAVEMENT; REFER TO SHEETZ DETAIL 20. ZS51 CONCRETE / ASPHALT PAVEMENT TRANSITION; REFER TOSHEETZ DETAIL 27. ZS52 CONCRETE / ASPHALT CHAMFER; REFER TO SHEETZ DETAIL28. ZS54 ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCALCODES) R7-8A (MUTCD). ZS55 VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA ANDLOCAL REQUIREMENTS) R7-8A (MUTCD). ZS56 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA AND LOCALCODES. ZS57 ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING.PER ADA AND LOCAL CODES.ZS58 PAINTED ADA TRAVEL PATH STRIPING.ZS59 PAINTED 4" WIDE PARKING STRIPES (TYP.). ZS60 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCALCODES. ZS61 PAINTED UNDERGROUND STORAGE TANK PAVEMENTMARKING.ZS62 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR. ZS67 DRIVE-THRU CANTILEVERED CLEARANCE BAR; REFER TO BARDETAILS ON DT-1 AND DT-2. ZS68 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILSON DT-2. ZS69 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAILON DT-2.ZS70 DRIVE-THRU CURB AND PAD; REFER TO SHEETZ DETAIL 10. ZS71 DRIVE-THRU "PICK UP" PARKING SPACE; REFER TO PAINTINGDETAIL ON DT-1.S01 RIGHT-OF-WAY (TYP.)S02 PROPERTY BOUNDARY (TYP.) S03 RIGHT-OF-WAY DEDICATION, VARIABLE WIDTH S04 EXISTING ROAD CENTERLINES05 RIGHT IN / RIGHT OUT DRIVEWAYS06 ROAD WIDENING FOR RIGHT TURN LANE S07 10' X 70' SIGHT DISTANCE TRIANGLE (TYP.) S08 TURN LANE STRIPING PER NCDOT STD DETAIL 1205.05S09 RELOCATED "ADOPT A HIGHWAY" SIGNS10 ROAD WIDENING FOR LEFT TURN LANE S11 RETAINING WALL WITH 42" MINIMUM SAFETY RAILING AT ALLAREAS TALLER THAN 30" (DESIGN BY OTHERS)S12 NCDOT GUARDRAIL PER NCDOT DETAIL 862.02 S13 SANITARY SEWER LIFT STATION, REFER TO LIFT STATIONPLANS AND MEP PLANS BY OTHERS. S14 PROPOSED GRAVEL DRIVE WAY TO CONNECT TO EXISTINGGRAVEL DRIVEWAY. 6" OF ABC GRAVEL S15 VARIABLE WIDTH PRIVATE SCM ACCESS & MAINTENANCEEASEMENTS16 VARIABLE WIDTH PRIVATE SEWER EASEMENT JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N The s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S:\3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 2 - 3 3 2 - S h a d e T r e e L n \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 2 - C 2 . 0 - S I T E . d w g | P l o t t e d o n 5 / 1 5 / 2 0 2 4 4 : 3 6 P M | b y J a c o b F r e n c h ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVERCOUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 05/15/2024 C2.0 SI T E P L A N 332 P. BARBEAU P. BARBEAU NA D 8 3 0 SCALE 1"=30' 60'30' 05/15/2024 SH E E T Z - S H A D E T R E E L A N E WIL M I N G T O N - N E W H A N O V E R C O U N T Y - N O R T H C A R O L I N A 64250.002 SITE LAYOUT NOTES 1. CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THE EXACT LOCATION OF UTILITY ENTRANCES, BUILDING DIMENSIONS, ROOFLEADERS, EXIT DOORS, EXIT RAMPS AND PORCHES.2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESSOTHERWISE NOTED.3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ONTHE CONSTRUCTION PLANS.4. ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH STRIPES 4" WIDE, AT 45° AND 2 FEET O.C.5. ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.6. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SHEETZ MAIN FREESTANDING SIGN WITH THE SHEETZ CONSTRUCTION MANAGER.7. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.8. ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFYSHEETZ REPRESENTATIVE AND DESIGN ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS. CONTRACTOR ISRESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE.9. SEE DETAILS SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.10. CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSED CONSTRUCTION MEET EXISTING PAVEMENT AND CONCRETE. C2 . 2 MA T C H L I N E CTC OHU CT OH U OH U OH U OHU OHU 8'' W 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8'' W D DUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV G UCATV UCATV UCATVUGTUGTUGT UGT UCATV UC A T V UGT UGT UFOUGP UFO XXXXXX XXXXXX OH P OH P OH P OH P OHU OHU OHU OHU OHU OHUOHPOHPOHPOHPOHPOHPOHPOHP OHP X XXX OH P OH P OH P OH P UCATVUCATV UGT UG T UG T UGT UG T UG T UG T UC A T V UC A T V OH U OH U GGGGGGGGGGGGG UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV OHP OH P OH P OH P OH P UC A T VUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV UGTUGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGT WWWWWWWWWW 8'' W 8'' W 8'' W W EXISTING EDGE OF PAVEMENT EXISTING ROAD STRIPING EXISTING EDGE OF PAVEMENT EXISTING ROAD STRIPING ±7.27' ANTICIPATEDRIGHT-OF-WAY DEDICATION3,764 SQFT EXISTING CENTERLINE EXISTING CENTERLINE EXISTING SIGNALIZED INTERSECTION EXISTING RIGHT-IN,RIGHT-OUT DRIVEWAY CTC OHU CT OH U OH U OH U OHU OHU 8'' W 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8'' W D DUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV G UCATV UCATV UCATVUGTUGTUGT UGT UCATV UC A T V UGT UGT UFOUGP UFO OH P OHP OH P OH P OHU OHU OHU OHU OHU OHUOHPOHPOHPOHPOHPOHPOHPOHP OHP UCATVUCATV UGT UGT UG T UG T UG T UG T UG T UCA T V UC A T V OH U OH U GGGGGGGGGGGGG UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV OH P OH P OHP OHP UC A T VUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV UGTUGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGT WWWWWWWWWW 8'' W 8'' W 8'' W WW FM 20 16 17 18 19 20 1819 FE121 18" RCP FE120 EW20019181716 17181920 21 20 1918171820 20 16 17 18 19 20 15171615 CTC C 8'' W 8'' W 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8'' W UFO UFO 8'' W 8'' W 8'' W 150' TAPER 12' 175' STORAGE 100' TAPER 12' T61 T4 T4 T20 T20 T21 T21 T71 T70 T71 PROPOSED EDGEOF PAVEMENT PROPOSED EDGEOF PAVEMENT PROPOSED EDGEOF PAVEMENT 30"X30" R1-1 "STOP" SIGN PROPOSED RELOCATED "ADOPT AHIGHWAY" SIGN PROPOSED RIGHT-IN,RIGHT-OUT DRIVEWAY PROPOSED RIGHT TURN LANE 300' STORAGE JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N The s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S:\3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 2 - 3 3 2 - S h a d e T r e e L n \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 2 - R D W Y . d w g | P l o t t e d o n 5 / 1 5 / 2 0 2 4 4 : 3 6 P M | b y J a c o b F r e n c h ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVERCOUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 05/15/2024 C2.1 TU R N L A N E P L A N 332 P. BARBEAU P. BARBEAU NA D 8 3 0 SCALE 1"=30' 60'30' 05/15/2024 SH E E T Z - S H A D E T R E E L A N E WIL M I N G T O N - N E W H A N O V E R C O U N T Y - N O R T H C A R O L I N A 64250.002 CAROLINA BEACH ROAD - EXISTING CONDITIONS CAROLINA BEACH ROAD - PROPOSED WIDENING AND GRADING CAROLINA BEACH ROAD - PROPOSED STRIPING AND SIGNAGE TRAFFIC CONTROL KEYNOTES Symbol Description Material Linear LengthAdjustment T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL1205.01.Thermo .25 T20 WHITE EDGELINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1T21WHITE SOLID LANE LINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1 T61 WHITE STOPBAR (24", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1 T70 LEFT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1T71RIGHT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1 PROPOSED HEAVY DUTY ASPHALT PAVEMENT SECTIONPER NCDOT SPECIFICATIONS. SEE DETAIL BELOW. ROAD WIDENING NOTES POSTED SPEED LIMIT = 45 MPHDESIGN SPEED LIMIT = 50 MPH MILL AND REPLACE MIN. 1.5" S9.5C MATERIALS LEGEND 1. CONTRACTOR SHALL OBTAIN AND READ ALL NCDOT DRIVEWAY PERMITS AND ENCROACHMENTS. THEY SHALLBE A PART OF THESE PLANS. 2. ALL FINISHED SURFACES SHALL SLOPE TOWARDS DRAINAGE STRUCTURES AT POSITIVE SLOPE AND TO AVOIDSTANDING WATER. 3. CONTRACTOR SHALL COORDINATE ALL WORK IN R/W WITH NCDOT AND NEW HANOVER COUNTY INSPECTORS. 4. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE THE RELOCATION OF EXISTING UTILITIES AS NEEDED TOFUNCTION WITH THE PROPOSED IMPROVEMENTS. PAVEMENT MARKING NOTES1. LOCATION OF PAVEMENT MARKINGS SHALL CONFORM TO NCDOT PAVEMENT MARKING STANDARDS. APPLICATION OFPAVEMENT MARKINGS SHALL BE DONE IN ACCORDANCE WITH SECTION 1205 OF THE N.C. DIVISION OF HIGHWAYSSTANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES HANDBOOK (2024 EDITION) WITH REVISION(S) THERETO.2. ALL EXISTING PAVEMENT MARKINGS SHALL BE ERADICATED PER NCDOT SPECIFICATIONS PRIOR TO PLACEMENT OFMARKING SHOWN HEREIN.3. THE CONTRACTOR SHALL BE REQUIRED TO PRE-MARK THE PAVEMENT PRIOR TO ACTUAL APPLICATION OF MARKINGSWITHIN THE NCDOT RIGHT OF WAY. THE CONTRACTOR SHALL SCHEDULE A PRE-MARKING INSPECTION REVIEW WITH THENCDOT DISTRICT ENGINEER AT LEAST ONE WEEK PRIOR TO MARKING. PAVEMENT MARKINGS SHALL NOT BE INSTALLEDUNTIL AFTER FIELD REVIEW AND APPROVAL BY THE NCDOT DISTRICT ENGINEER.4. PAVEMENT MARKINGS SHALL MATCH TO AND ALIGN WITH EXISTING CONDITIONS AND MARKINGS. THE CONTRACTOR SHALLPROVIDE THERMOPLASTIC MARKINGS ON ROADWAYS .5. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THERMOPLASTIC MARKINGS AND RAISED REFLECTIVE PAVEMENTMARKERS FOR NEWLY CONSTRUCTED TURN LANES TO NCDOT SPECIFICATIONS AND DIMENSIONAL STANDARDS. RAISEDPAVEMENT MARKERS TO BE APPROVED AND INSTALLED PER NCDOT STANDARDS.6. ALL PAVEMENT MARKINGS WITHIN NCDOT RIGHT-OF-WAY SHALL BE LONG LIFE THERMOPLASTIC.7. CONTACT NCDOT TRAFFIC SERVICES FOR PAVEMENT MARKING LAYOUT.8. ALL DIMENSIONS ARE TO FACE OF CURB.9. CONTRACTOR TO ADJUST ALL APPURTENANCES TO MATCH EXISTING GRADE.10. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DRIVEWAYS AND DRIVEWAY PIPESTHROUGHOUT CONSTRUCTION. MAINTAIN VEHICULAR ACCESS AT ALL TIMES.11. CONTRACTOR TO PERFORM TRAFFIC CONTROL AND TEMPORARY LANE CLOSURES PER NCDOT AND NEW HANOVERCOUNTY STANDARDS.12. ALL CURB AND GUTTER INSIDE PUBLIC RIGHT-OF-WAY SHALL BE 30 INCHES WIDE PER NCDOT STANDARDS. NOTES: NCDOT ASPHALT PAVEMENT SECTION NOT TO SCALE COMPACTED SUBGRADE BASE COURSETYPE B-25.0C BINDER COURSE SURFACE COURSETYPE S-9.5C TYPE I19.0C 3-IN 4-IN 5-IN 1. PREPARING, GRADING, SHAPING, AND COMPACTION OFSUBGRADE SOILS SHOULD BE PERFORMED INACCORDANCE WITH DIVISION 5, SECTION 501 OF THENCDOT STANDARD SPECIFICATIONS FOR ROADS ANDSTRUCTURES (2006). PREPARING, GRADING, SHAPING, ANDCOMPACTION OF AGGREGATE BASE COURSE (CABC)STONE SHOULD BE PERFORMED IN ACCORDANCE WITHDIVISION 5, SECTION 520 OF THE NCDOT STANDARDSPECIFICATIONS FOR ROADS AND STRUCTURES (2006).PLACEMENT AND COMPACTION OF THE BITUMINOUSCONCRETE SHOULD BE PERFORMED IN ACCORDANCEWITH DIVISION 6, SECTION 600 OF THE NCDOT STANDARDSPECIFICATIONS FOR ROADS AND STRUCTURES (2006).PROPER SUBGRADE COMPACTION, ADHERENCE TO THENCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECTPLANS AND SPECIFICATIONS ARE CRITICAL TO THEPERFORMANCE OF THE CONSTRUCTED PAVEMENT. 2. THE CONTRACTOR MAY CHOOSE TO INSTALLINTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THESITE DURING CONSTRUCTION AT NO ADDITIONAL COST.THE CONTRACTOR IS RESPONSIBLE FOR DETERMININGTHE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATEPAVING. INCREASES IN THE DESIGN PAVEMENT SECTIONTO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDEDAT NO ADDITIONAL COST. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FORREPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASECOURSE AND/OR INTERMEDIATE PAVING PRIOR TOPLACING SUBSEQUENT PAVEMENT LIFTS AT NOADDITIONAL COST. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FORPROTECTING PAVEMENT DURING ALL PHASES OF WORK.THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALLDEFECTS OR DAMAGE. COMPACTED SUBGRADE BASE COURSEAGGREGATE BINDER COURSE SURFACE COURSETYPE S-9.5C TYPE I19.0C 3-IN 4-IN 10-IN PAVEMENT SECTION-WIDENING GREATER THAN 6' WIDTH * OVERLAY AREAS - 1.5" S9.5C PAVEMENT SECTION-WIDENING LESS THAN OREQUAL TO 6' WIDTH 1.5" ASPHALT MILL & OVERLAY; 1.5' WIDE HEAVY DUTY NCDOTASPHALT PAVEMENT;REFER TO PAVEMENTSECTION PROPOSED 2'PAVED SHOULDER PROPOSED 2' PAVED SHOULDER 10'' W10'' W10'' W10'' W OHU TC TC OH U OH U OH U OH U 8'' W CT CT C UGTOHP UCATVUCATVUCATVUCATV UGTUGT GGG X X X OHP OHP OHP O H P O H P O H P O H P O H P UGTUGT X X OHPOHP OH P OH P OH P OH P OHP OHP OHP OHP EXISTING ROAD STRIPING EXISTING CENTERLINE 10'' W10'' W10'' W10'' W OHU TC TC OH U OH U OH U OH U 8'' W CT CT C UGTOHP UCATVUCATVUCATVUCATV UGTUGT GGG X X X OHP OHP OHP O H P O H P O H P O H P O H P UGTUGT X X OHPOHP OH P OH P OH P OH P OHP OHP OHP OHP 18 18 TC TC 8'' W GGG X X X X X T20 T4 T70 209' EXISTING STORAGE 91' TAPER 12' EXISTING CENTERLINE PROPOSED EDGE OF PAVEMENT 100' FULL STORAGE PROPOSED 2' PAVED SHOULDER JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N The s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S:\3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 2 - 3 3 2 - S h a d e T r e e L n \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 2 - R D W Y . d w g | P l o t t e d o n 5 / 1 5 / 2 0 2 4 4 : 3 6 P M | b y J a c o b F r e n c h ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVERCOUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 05/15/2024 C2.2 TU R N L A N E P L A N 332 P. BARBEAU P. BARBEAU 05/15/2024 SH E E T Z - S H A D E T R E E L A N E WIL M I N G T O N - N E W H A N O V E R C O U N T Y - N O R T H C A R O L I N A 64250.002 CAROLINA BEACH ROAD - EXISTING CONDITIONS CAROLINA BEACH ROAD - PROPOSED WIDENING AND GRADING CAROLINA BEACH ROAD - PROPOSED STRIPING AND SIGNAGE TRAFFIC CONTROL KEYNOTES Symbol Description Material Linear LengthAdjustment T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL1205.01.Thermo .25 T20 WHITE EDGELINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1T21WHITE SOLID LANE LINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1 T61 WHITE STOPBAR (24", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1 T70 LEFT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1T71RIGHT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1 PROPOSED HEAVY DUTY ASPHALT PAVEMENT SECTIONPER NCDOT SPECIFICATIONS. SEE DETAIL BELOW. ROAD WIDENING NOTES POSTED SPEED LIMIT = 45 MPHDESIGN SPEED LIMIT = 50 MPH MILL AND REPLACE MIN. 1.5" S9.5C MATERIALS LEGEND 1. CONTRACTOR SHALL OBTAIN AND READ ALL NCDOT DRIVEWAY PERMITS AND ENCROACHMENTS. THEY SHALLBE A PART OF THESE PLANS. 2. ALL FINISHED SURFACES SHALL SLOPE TOWARDS DRAINAGE STRUCTURES AT POSITIVE SLOPE AND TO AVOIDSTANDING WATER. 3. CONTRACTOR SHALL COORDINATE ALL WORK IN R/W WITH NCDOT AND NEW HANOVER COUNTY INSPECTORS. 4. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE THE RELOCATION OF EXISTING UTILITIES AS NEEDED TOFUNCTION WITH THE PROPOSED IMPROVEMENTS. PAVEMENT MARKING NOTES1. LOCATION OF PAVEMENT MARKINGS SHALL CONFORM TO NCDOT PAVEMENT MARKING STANDARDS. APPLICATION OFPAVEMENT MARKINGS SHALL BE DONE IN ACCORDANCE WITH SECTION 1205 OF THE N.C. DIVISION OF HIGHWAYSSTANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES HANDBOOK (2024 EDITION) WITH REVISION(S) THERETO.2. ALL EXISTING PAVEMENT MARKINGS SHALL BE ERADICATED PER NCDOT SPECIFICATIONS PRIOR TO PLACEMENT OFMARKING SHOWN HEREIN.3. THE CONTRACTOR SHALL BE REQUIRED TO PRE-MARK THE PAVEMENT PRIOR TO ACTUAL APPLICATION OF MARKINGSWITHIN THE NCDOT RIGHT OF WAY. THE CONTRACTOR SHALL SCHEDULE A PRE-MARKING INSPECTION REVIEW WITH THENCDOT DISTRICT ENGINEER AT LEAST ONE WEEK PRIOR TO MARKING. PAVEMENT MARKINGS SHALL NOT BE INSTALLEDUNTIL AFTER FIELD REVIEW AND APPROVAL BY THE NCDOT DISTRICT ENGINEER.4. PAVEMENT MARKINGS SHALL MATCH TO AND ALIGN WITH EXISTING CONDITIONS AND MARKINGS. THE CONTRACTOR SHALLPROVIDE THERMOPLASTIC MARKINGS ON ROADWAYS .5. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THERMOPLASTIC MARKINGS AND RAISED REFLECTIVE PAVEMENTMARKERS FOR NEWLY CONSTRUCTED TURN LANES TO NCDOT SPECIFICATIONS AND DIMENSIONAL STANDARDS. RAISEDPAVEMENT MARKERS TO BE APPROVED AND INSTALLED PER NCDOT STANDARDS.6. ALL PAVEMENT MARKINGS WITHIN NCDOT RIGHT-OF-WAY SHALL BE LONG LIFE THERMOPLASTIC.7. CONTACT NCDOT TRAFFIC SERVICES FOR PAVEMENT MARKING LAYOUT.8. ALL DIMENSIONS ARE TO FACE OF CURB.9. CONTRACTOR TO ADJUST ALL APPURTENANCES TO MATCH EXISTING GRADE.10. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DRIVEWAYS AND DRIVEWAY PIPESTHROUGHOUT CONSTRUCTION. MAINTAIN VEHICULAR ACCESS AT ALL TIMES.11. CONTRACTOR TO PERFORM TRAFFIC CONTROL AND TEMPORARY LANE CLOSURES PER NCDOT AND NEW HANOVERCOUNTY STANDARDS.12. ALL CURB AND GUTTER INSIDE PUBLIC RIGHT-OF-WAY SHALL BE 30 INCHES WIDE PER NCDOT STANDARDS. NOTES: NCDOT ASPHALT PAVEMENT SECTION NOT TO SCALE COMPACTED SUBGRADE BASE COURSETYPE B-25.0C BINDER COURSE SURFACE COURSETYPE S-9.5C TYPE I19.0C 3-IN 4-IN 5-IN 1. PREPARING, GRADING, SHAPING, AND COMPACTION OFSUBGRADE SOILS SHOULD BE PERFORMED INACCORDANCE WITH DIVISION 5, SECTION 501 OF THENCDOT STANDARD SPECIFICATIONS FOR ROADS ANDSTRUCTURES (2006). PREPARING, GRADING, SHAPING, ANDCOMPACTION OF AGGREGATE BASE COURSE (CABC)STONE SHOULD BE PERFORMED IN ACCORDANCE WITHDIVISION 5, SECTION 520 OF THE NCDOT STANDARDSPECIFICATIONS FOR ROADS AND STRUCTURES (2006).PLACEMENT AND COMPACTION OF THE BITUMINOUSCONCRETE SHOULD BE PERFORMED IN ACCORDANCEWITH DIVISION 6, SECTION 600 OF THE NCDOT STANDARDSPECIFICATIONS FOR ROADS AND STRUCTURES (2006).PROPER SUBGRADE COMPACTION, ADHERENCE TO THENCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECTPLANS AND SPECIFICATIONS ARE CRITICAL TO THEPERFORMANCE OF THE CONSTRUCTED PAVEMENT. 2. THE CONTRACTOR MAY CHOOSE TO INSTALLINTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THESITE DURING CONSTRUCTION AT NO ADDITIONAL COST.THE CONTRACTOR IS RESPONSIBLE FOR DETERMININGTHE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATEPAVING. INCREASES IN THE DESIGN PAVEMENT SECTIONTO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDEDAT NO ADDITIONAL COST. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FORREPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASECOURSE AND/OR INTERMEDIATE PAVING PRIOR TOPLACING SUBSEQUENT PAVEMENT LIFTS AT NOADDITIONAL COST. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FORPROTECTING PAVEMENT DURING ALL PHASES OF WORK.THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALLDEFECTS OR DAMAGE. COMPACTED SUBGRADE BASE COURSEAGGREGATE BINDER COURSE SURFACE COURSETYPE S-9.5C TYPE I19.0C 3-IN 4-IN 10-IN PAVEMENT SECTION-WIDENING GREATER THAN 6' WIDTH * OVERLAY AREAS - 1.5" S9.5C PAVEMENT SECTION-WIDENING LESS THAN OREQUAL TO 6' WIDTH NA D 8 3 0 SCALE 1"=30' 60'30' 1.5" ASPHALT MILL & OVERLAY; 1.5' WIDE HEAVY DUTY NCDOTASPHALT PAVEMENT; REFERTO PAVEMENT SECTION 10'' W10'' W TC TC OH U OH U OHU OH U OH U OH U OHU OHU 8'' W 8'' W 8'' W 8'' W 8'' W D D D X X X X X X X X UGP UG P UCA T V UC A T V UC A T V UC A T V UC A T V UC A T V UCA T V UG P UGTUGT UGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV G G V UCATV OHP OH P OH P OHP OH P OHPOHPOHP UCA T V X X X X X X X X X X X X UCATVUCATVUCATVUCATVUCATVUCATV UG P UG P UG P UG P UG P UG P UG P UG P UGTUGTUGT UGT UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UCA T V UC A T V OHU OH U GGGGGGGGGGGGGGGGGG UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV X X X OHP O H P O H P O H P O H P OH P OH P OHP UC A T V UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV UGTUGTUGTUGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UCATV UGP UGP UGP UGP UGP UGP 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 W W W WWWWWWWWWWWW 8'' W 8'' W 8'' W W FM FM FM FM FM FMFM GG G G G G G W W W W W W W RD RD RD RD RD RD RD RD RD SAN VAN STO P STANDARDUST FIELD NEW SHEETZ STORE 6139 SQ. FT.FFE: 22.50' G01 G02 G05 G07 G08 G09 G14 G16 G21 MA T C H L I N E - R E F E R T O I N S E T 20 19 20 21 22 21 21 20 21 22 20 20 18 18 19 19 17 17 20 19 20 20 17 18 19 21 22 21 21 18 19 20 21 15 20 16171819 11 1010 1514 161718 19 20 20 19 21 2120 21 20 2 0 20 21 21 20 17 17 18 18 19 21 22 21 22 20 1921 19 21 21 21 21 21 21 20 20 161718 19 2021 131515 22 22 REVERSE CROWN REV E R S E C R O W N CRO W N CROWN CROWN CR O W N CROWN CRO W N CR O W N CB107 CB101 CB103 FE300 CB105 CB104 CB102 CB106 FE121 FE120 FE301 EW200 15" H D P E 18 " H D P E 18 " H D P E 15" HDPE 15" HDPE 18" RCP 15" HDPE 24" R C P 24" HDPE 15" H D P E 20 17 18 19 1717 1717 19 18 21 18 18 16 15 " H D P E FE108 G01 G01 G02 G07 G08 G08 G08 G09 G14 G14 G14 G14 G14 G14 G14 JB400 G10 G21 G21 G22 G23 G24 GRADING & STORMWATER KEYNOTES NUMBER DESCRIPTIONG0124" CURB & GUTTER (TYP.) G02 FLUSH CONCRETE STRIP (FOR A.D.A.) G05 UNDERGROUND STORMWATER CONTROL MEASURE; REFERTO DETAILSG07RIPRAP OUTLET PROTECTION; REFER TO SIZING CHART G08 VARIABLE WIDTH PRIVATE SCM ACCESS & MAINTENANCEEASEMENTG09ADA STALLS (MAX SLOPE 1:50) G10 20' PRIVATE SEWER EASEMENTG14 MATCH EXISTING PAVEMENT ELEVATION G16 CONVERT EXISTING STRUCTURE TO NCDOT TRAFFIC BEARINGJUNCTION BOX; REFER TO STORM CHARTSG21ROOF DRAIN (TYP.); MIN. COVER OF 2' AND MIN. SLOPE OF 1% G22 EXISTING 36" LIVE OAK TREE TO REMAIN UNDISTURBED G23 RETAINING WALL WITH 42" MINIMUM SAFETY RAILING AT ALLAREAS TALLER THAN 30" (DESIGN BY OTHERS) G24 NCDOT GUARDRAIL PER NCDOT DETAIL 862.02 10'' W10'' W10'' W CT CT C UCATVUCATV UGT G OHP OHP OHP OH P OH P OH P UGT OHPOHP OH P OH P OH P OHP OHP OHP 18 STORM STRUCTURE TABLE STR. # CB101 CB102 CB103 CB104 CB105 CB106 CB107 EW200 FE108 FE120 FE121 FE300 FE301 JB400 TOP 20.56' 19.54' 20.23' 19.79' 20.00' 19.29' 20.71' 12.57' 19.24' 18.09' 19.21' 17.88' 17.88' 20.26' INV. IN 14.70' (18" HDPE FROM CB102)14.70' (18" HDPE FROM CB104)15.00' (15" HDPE FROM CB103) 10.24' (24" RCP FROM ) 16.38' (18" RCP FROM FE121) 16.44' (15" HDPE FROM FE301) INV. OUT 14.50' (24" HDPE TO ) 15.30' (18" HDPE TO CB101) 16.00' (15" HDPE TO CB101) 15.25' (18" HDPE TO CB101) 14.00' (15" HDPE TO ) 14.00' (15" HDPE TO ) 16.90' (15" HDPE TO ) 17.80' (15" HDPE TO ) 17.50' (18" RCP TO FE120) 16.44' (15" HDPE TO FE300) DESCRIPTION NCDOT 840.02 CONCRETE CATCH BASIN NCDOT 840.02 CONCRETE CATCH BASIN NCDOT 840.02 CONCRETE CATCH BASIN NCDOT 840.02 CONCRETE CATCH BASIN NCDOT 840.02 CONCRETE CATCH BASIN NCDOT 840.02 CONCRETE CATCH BASIN NCDOT 840.02 CONCRETE CATCH BASIN NCDOT 838.80 CONCRETE ENDWALL NCDOT ES-1 for 15 inch Pipe NCDOT ES-1 for 18 inch Pipe NCDOT ES-1 for 18 inch Pipe NCDOT ES-1 for 18 inch Pipe NCDOT ES-1 for 18 inch Pipe NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX STORM PIPE TABLE FROM - TO - EW200 CB101 - CB102 - CB101 CB103 - CB101 CB104 - CB101 CB105 - CB106 - CB107 - FE108 - FE121 - FE120 FE301 - FE300 UPSTREAMINVERT 10.50' 14.50' 15.30' 16.00' 15.25' 14.00' 14.00' 16.90' 17.80' 17.50' 16.44' DOWNSTREAMINVERT 10.24' 13.00' 14.70' 15.00' 14.70' 13.50' 13.50' 13.50' 13.50' 16.38' 16.44' SLOPE 0.80% 0.70% 1.11% 1.59% 1.00% 4.25% 4.99% 4.41% 3.85% 1.00% 0.00% LENGTH 32.60 LF 214.48 LF 54.00 LF 62.87 LF 55.14 LF 11.77 LF 10.03 LF 77.08 LF 111.78 LF 111.82 LF 52.70 LF DIA. 24" 24" 18" 15" 18" 15" 15" 15" 15" 18" 15" MATERIAL RCP HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE RCP HDPE DESCRIPTION CLASS III; SINGLE OFFSET O-RING 24" HDPE 18" HDPE 15" HDPE 18" HDPE 15" HDPE 15" HDPE 15" HDPE 15" HDPE CLASS IV 15" HDPE JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N The s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S:\3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 2 - 3 3 2 - S h a d e T r e e L n \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 2 - C 3 . 0 - G R A D . d w g | P l o t t e d o n 5 / 1 5 / 2 0 2 4 4 : 3 7 P M | b y J a c o b F r e n c h ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVERCOUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 05/15/2024 C3.0 GR A D I N G A N D D R A I N A G E P L A N 332 P. BARBEAU P. BARBEAU 05/15/2024 SH E E T Z - S H A D E T R E E L A N E WIL M I N G T O N - N E W H A N O V E R C O U N T Y - N O R T H C A R O L I N A 64250.002 GRADING AND STORMWATER MANAGEMENT NOTES 1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANSPREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEWHANOVER COUNTY, THE APPLICABLE SECTIONS OF THE NCDOT STANDARDSPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHERPERTINENT FEDERAL AND STATE LAWS.2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLEFEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNINGSAFETY AND HEALTH.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS ANDCONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIORTO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUEDTO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITHCONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEENFIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTORSHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED INTHE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFYNC 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURESARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITYOF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATIONOF ALL UTILITIES AND UNDERGROUND STRUCTURES.5. ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS,STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND REMOVEDFROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE.6. ALL SLOPES SHALL BE 2:1 (HORIZONTAL: VERTICAL) MAXIMUM UNLESSNOTED OTHERWISE. ALL SLOPES 3:1 OR GREATER SHALL BE PERMANENTLYSTABILIZED WITH VEGETATION.7. AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BYTHE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OFTHE PROJECT.8. ALL AREAS NOT PAVED SHALL BE TOP SOILED, SEEDED, SODDED, MULCHEDAND/OR LANDSCAPE UNLESS OTHERWISE NOTED IN THE CONSTRUCTIONDRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE OWNER.9. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED BYGEOTECHNOLOGIES, INC PRIOR TO INITIATION OF ANY EARTHWORKACTIVITY.10. ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS ON THEPROJECT SURVEY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR ATGROUNDBREAKING.11. ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUNDSURFACE UNLESS NOTED OTHERWISE.12. CONTRACTOR SHALL REFERENCE DETAILED BUILDING PLANS FOR EXACTBUILDING DIMENSIONS, ELEVATIONS, AND UTILITY CONNECTION POINTS.13. CONTRACTOR SHALL COORDINATE FUEL ISLAND CANOPY DRAINSCONNECTION TO THE MAIN COLLECTOR PIPE WITH THE SHEETZCONSTRUCTION MANAGER AND PROVIDE ALL NECESSARY FITTINGS TOMAKE THE CONNECTION TO THE MAIN COLLECTOR PIPE.14. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER PIPE,MANHOLES, AND INLETS TO THE SHEETZ CONSTRUCTION MANAGER FORAPPROVAL.15. AN AS-BUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PROVIDED BYTHE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OFTHE PROJECT.16. ALL STORM PIPE SHALL BE AS SPECIFIED. ALL JOINTS SHALL BEWATERTIGHT.17. ALL STORM STRUCTURES ADJACENT TO CURBS SHALL BE NCDOTSTANDARD..18. ALL STORM STRUCTURES DIRECTLY DOWN GRADIENT OF THE FUEL PUMPPAD OR UNDERGROUND STORAGE TANKS SHALL HAVE A SUMP AND BMPFEATURE (FOR EXAMPLE 'SNOUT') INSTALLED ON THE OUTFLOW PIPE.19. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTIONSET FOR OTHER PERTINENT INFORMATION. NA D 8 3 0 SCALE 1"=30' 60'30' INSET - SCALE 1" = 30' NOTES:1. TOP REFERS TO:1.1. CATCH BASIN: TOP OF CURB1.2. YARD INLET / DROP INLET: SILL RIPRAP SIZING CHARTxFE120CLASS 'A'6'L X 4.5'W X 12"DxFE300CLASS 'A'5'L X 3.8'W X 12"D U07 VA N ST O P STANDARDUST FIELD NEW SHEETZ STORE6139 SQ. FT. FFE: 22.50' OH U OH U OH U OHU D D D UGP UGP UC A T V UC A T V UCA T V UC A T V UC A T V UC A T V UC A T V UCA T V UC A T V UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV UCA T V UCA T V U UCATV UGP UGP UG P UG P UG P UG P UG P UG P UG P UG P UG T UG T UG T UG T UG T UG T UG T UG T UG T UC A T V UC A T V HU OH U OH U GGGGGGGGGGGGGGGGG UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV OHP OHP OHP OHP P UCA T V UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV UGT UGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UGP UGP UGP UGP UGP UGP UGP X X X X X X X X X X X X X X X X X W WWWWWWWWWWWWWW 8'' W 8'' W 8'' W FM FM FM FM FM FM FM M GGGG G G G G G G G W W W W W W W W W W W W RD RD RD RD RD RD RD RD RD RD RD RD RD SANSAN SA N ATVUCATVUCCA GTINV IN 18.00INV OUT 17.75 CO-02TOP 21.71INV OUT 17.23 6" P V C CO-01TOP 21.31INV OUT 16.55 6" PVC 6" PVC CO-03TOP 21.50INV OUT 17.80 6" P V C CO-04TOP 22.44INV OUT 18.20 6" PVC 6" PVC 6" P V C 6" P V C U03 ZU40 ZU53 ZU40 ZU39 ZU39 ZU36 ZU36ZU37 ZU32 ZU28 ZU01ZU50 ZU01U52U19 ZU05 ZU06 ZU04 ZU07 ZU10 ZU14 ZU12 ZU22 ZU22 ZU23 ZU24 ZU25 ZU26 ZU52 U23 U21U16U16 U08 U09 U10 U10 U14 U37 U14 U20 6" PVC CO-06TOP 19.37INV OUT 18.10 CO-05TOP 18.93INV OUT 17.70 U27 INV: 18.33 INV: 18.33 INV: 18.33 3" PVC U34 U34 20' 20' UTILITY KEYNOTES NUMBER DESCRIPTION U01 EXISTING 8" PVC WATER MAIN PER CFPUA GIS U03 EXISTING 10" WATER MAIN; LOCATION BASED ON PHOTOMETRICDATA. CONTRACTOR TO CONFIRM LOCATION AND DEPTH PRIOR TOCONSTRUCTION.U05 EXISTING SANITARY SEWER MANHOLE (TYP.) U06 EXISTING 8" SANITARY SEWER MAIN (TYP.) U07 EXISTING UTILITY POLE (TYP.)U08 EXISTING OVERHEAD UTILITY LINE (TYP.) U09 EXISTING UNDERGROUND TELEPHONE (TYP.) U10 EXISTING UNDERGROUND CABLE TV LINE (TYP.) U14 EXISTING GUY WIRE TO REMAINU16EXISTING GAS MAIN TO REMAIN U19 8"x2" TAPPING SLEEVE & VALVE U20 8"x6" TAPPING SLEEVE & VALVEU21 6" DIP WATER LINEU23FIRE HYDRANT ASSEMBLY (TYP.) U27 VARIABLE WIDTH PRIVATE SCM ACCESS & MAINTENANCEEASEMENTU34PROPOSED PRIVATE SEWER EASEMENT U36 CONNECT TO EXISTING SANITARY SEWER MANHOLE. CORE DRILLAND INSTALL FLEXIBLE RUBBER BOOT. (CONTRACTOR TO FIELDVERIFY LOCATION AND ELEVATION) U37 FORCE MAIN; REFER TO PUMP STATION PLANS BY TIMMONSGROUP.U47 EXISTING 1" WATER METER TO REMAIN U52 COORDINATE WITH WATER DEPARTMENT TO ENSURE THATSERVICE IS NOT INTERRUPTED AT ANY TIME. U53 CONNECT TO EXISTING SANITARY SERVICE. CONTRACTOR TO FIELDVERIFY LOCATION, SIZE, CONDITION, AND INVERT PRIOR TO ANYCONSTRUCTION. COORDINATE WITH UTILITY PROVIDER.CONTRACTOR SHALL HAVE EXISTING LINE JETTED AND A CAMERARUN THROUGH IT TO VERIFY PRIOR TO ANY CONSTRUCTION. U60 6" PVC SANITARY SEWER SERVICE (TYP.) ZU01 CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TOSTART OF CONSTRUCTION. IMMEDIATELY NOTIFY SHEETZ AND CIVILENGINEER OF RECORD IF DISCREPANCIES OR CONFLICTS AREFOUND.ZU02 DOMESTIC WATER SERVICE POINT OF CONNECTION. ZU04 2" TYPE "K" SOFT COPPER DOMESTIC WATER SERVICE. SERVICELINE SHALL HAVE 3' MINIMUM COVER.ZU05 2" DOMESTIC WATER METER. ZU06 2" DOMESTIC RPZ BACKFLOW PREVENTER (PER LOCALREQUIREMENTS) DOWNSTREAM OF THE DOMESTIC WATER METER.PROVIDE POWER TO HOT BOX. ZU07 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEP PLANSBY OTHERS. ZU10 IRRIGATION WATER SERVICE POINT OF CONNECTION. ZU12 1" TYPE "K" COPPER IRRIGATION WATER SERVICE. SERVICE LINESHALL HAVE 3' MINIMUM COVER. INSTALL IRRIGATION SLEEVESUNDER PAVEMENT. REFER TO IRRIGATION PLANS FOR QUANTITIY,SIZE, MATERIAL, AND LOCATIONS. VERIFY EXACT LOCATION WITHSHEETZ CONSTRUCTION MANAGER PRIOR TO PLACING PAVEMENT. ZU14 1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCALREQUIREMENTS) DOWNSTREAM OF THE IRRIGATION WATER METER.PROVIDE POWER TO HOT BOX.ZU20 SANITARY SEWER POINT OF CONNECTION. ZU22 6" PVC SANITARY SEWER SERVICE @ 1/8" PER LF MIN. SLOPE, 4' MIN.COVER (TYP.). ALL PVC SEWER PIPING SHALL HAVE TRACER WIREPER NC PLUMBING CODE SECTION 306.2.4. ZU23 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHIN PAVEMENT(TYP.). ZU24 2,000 GALLON GREASE TRAP; REFER TO SHEETZ DETAIL 21 AND MEPPLANS FOR VENTING DETAILS. ZU25 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TO MEPPLANS BY OTHERS. ZU26 GREASE SERVICE POINT OF ENTRY TO BUILDING; REFER TO MEPPLANS BY OTHERS. ZU28 SANITARY SEWER LIFT STATION; REFER TO LIFT STATION PLANSAND MEP PLANS BY OTHERS. ZU32 ELECTRIC TRANSFORMER PAD LOCATION. COORDINATE WITHLOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THEPROPOSED TRANSFORMER PAD LOCATION. PROVIDE TWO (2) 6"__MATERIAL__ CONDUITS BETWEEN POINT OF CONNECTION ANDTRANSFORMER. 24" MINIMUM BURY DEPTH WITH 18" OF VERTICALSEPARATION AT WATER AND SEWER CROSSINGS. ZU36 PROVIDE POWER TO EMERGENCY SHUT-OFF SWITCH; REFER TOELECTRICAL, UNDERGROUND STORAGE TANK SYSTEM PLANS, ANDSHEETZ DETAIL 29.ZU37 PROVIDE POWER TO LIGHTED BOLLARD (TYP.). ZU39 PROVIDE POWER TO AIR AND VACUUM MACHINES. ZU40 PROVIDE POWER TO MID SIGN; WIRED BY BUILDING ELECTRICALCONTRACTOR. VERIFY EXACT LOCATION AND DESIGN BEFOREROUGH-IN. PERMITTED BY OTHERS.ZU50 NATURAL GAS SERVICE POINT OF CONNECTION. ZU52 NATURAL GAS SERVICE CONSTRUCTED BY LOCAL PROVIDER. ZU53 NATURAL GAS SERVICE METER LOCATION AND POINT OF ENTRY TOBUILDING; REFER TO MEP PLANS BY OTHERS. JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N The s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S:\3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 2 - 3 3 2 - S h a d e T r e e L n \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 2 - C 5 . 0 - U T I L . d w g | P l o t t e d o n 5 / 1 5 / 2 0 2 4 4 : 3 9 P M | b y J a c o b F r e n c h ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVERCOUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 05/15/2024 C5.0 UT I L I T Y P L A N 332 P. BARBEAU P. BARBEAU NA D 8 3 0 SCALE 1"=20' 40'20' 05/15/2024 SH E E T Z - S H A D E T R E E L A N E WIL M I N G T O N - N E W H A N O V E R C O U N T Y - N O R T H C A R O L I N A 64250.002 C5 . 0 IN S E T A MA T C H L I N E C 5 . 1 UTILITY NOTES 1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANSPREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEWHANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA),THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FORROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL ANDSTATE LAWS.2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLEFEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNINGSAFETY AND HEALTH.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS ANDCONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIORTO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUEDTO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITHCONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEENFIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTORSHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED INTHE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFYNC "ONE CALL" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUNDSTRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE ANDEXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALLUTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND STATECODES AND REGULATIONS.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATEDWITH THE INSTALLATION, INSPECTING, TESTING AND FINAL ACCEPTANCE OFALL PROPOSED UTILITY CONSTRUCTION UNLESS OTHERWISE COORDINATEDBEFOREHAND WITH SHEETZ.7. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITYCOMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIESAND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES TOTHE SHEETZ PROJECT STRUCTURES.8. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THESPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES AREINSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHERPERFORMED BY THE CONTRACTOR OR NOT.9. AN AS-BUILD DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BYTHE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OFTHE PROJECT.10. UTILITY COMPANIES AND CONTACTS ARE LISTED ON SHEET C0.0.11. CONDUIT LOCATIONS TO FREESTANDING SIGNS AND SITE LIGHT POLES TOBE COORDINATED WITH SHEETZ CONSTRUCTION MANAGER.12. CONTRACTOR SHALL COORDINATE AND VERIFY WITH SHEETZCONSTRUCTION MANAGER ON LOCATION AND SIZE OF THE STORE GREASETRAP. GREASE TRAP SHALL BE PROVIDED WITH "T" PIPE IN OUTFLOWCHAMBER. ALL SANITARY SEWER PIPE SHALL BE THE SDR-35 PVC UNLESSOTHERWISE NOTED.13. CONTRACTOR SHALL COORDINATE WITH SHEETZ CONSTRUCTION MANAGERAND SHEETZ IT DEPARTMENT ON THE CONDUIT ROUTE TO STORE FORTELE/COMMUNICATION SERVICES.14. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTIONSET FOR OTHER PERTINENT INFORMATION. TT T CT 8'' 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8'' W UGP8'' SAN 8'' SAN8'' SAN8'' SAN TC T S UGTUGTUGT UGTUGTUGTUGTUGTUGTUGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UCAUCATVUCATVUCATVUCATVUCATVUCATV UCATVUCATV UGTUGTUGTUGT G G G OH P OHP OH P OH P OHP OH P UCATVUCATVUCATVUGTUGTUGT UCATV OHPOHPOHPOHPOHPOHPOHPOHPOHPOHUOHUOHUOHUOHUOHU OH U OHP OHP OH P OHP OHP OHP OHP OHPOHPOHP GGGGGGGGGG UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV UGUGTUGTUGTUGTUGTUGT UFO UFO UFO UGPUGPUCATV UCATV UCATV UCATV UCATV UCATV UCATV UGTUGT UGTUGTUCATVUCATVUCATV UGTUGTUGTUGT UCATVUCATVUCATV UGT UGT UFO UFO G UGP UGPUCAT VUGTUFOUGP OH U OHU OH U OHPX UGP UGP UGP UGP G G X X X X X X WWWWWWWWWWWWWW FM FM FMFMFMFMFMFM U05U36ZU01ZU20 U06 U16 U37 U14 U3420' U34 25' UTILITY KEYNOTES NUMBER DESCRIPTION U01 EXISTING 8" PVC WATER MAIN PER CFPUA GIS U03 EXISTING 10" WATER MAIN; LOCATION BASED ON PHOTOMETRICDATA. CONTRACTOR TO CONFIRM LOCATION AND DEPTH PRIOR TOCONSTRUCTION.U05 EXISTING SANITARY SEWER MANHOLE (TYP.) U06 EXISTING 8" SANITARY SEWER MAIN (TYP.) U07 EXISTING UTILITY POLE (TYP.)U08 EXISTING OVERHEAD UTILITY LINE (TYP.) U09 EXISTING UNDERGROUND TELEPHONE (TYP.) U10 EXISTING UNDERGROUND CABLE TV LINE (TYP.) U14 EXISTING GUY WIRE TO REMAINU16EXISTING GAS MAIN TO REMAIN U19 8"x2" TAPPING SLEEVE & VALVE U20 8"x6" TAPPING SLEEVE & VALVEU21 6" DIP WATER LINEU23FIRE HYDRANT ASSEMBLY (TYP.) U27 VARIABLE WIDTH PRIVATE SCM ACCESS & MAINTENANCEEASEMENTU34PROPOSED PRIVATE SEWER EASEMENT U36 CONNECT TO EXISTING SANITARY SEWER MANHOLE. CORE DRILLAND INSTALL FLEXIBLE RUBBER BOOT. (CONTRACTOR TO FIELDVERIFY LOCATION AND ELEVATION) U37 FORCE MAIN; REFER TO PUMP STATION PLANS BY TIMMONSGROUP.U47 EXISTING 1" WATER METER TO REMAIN U52 COORDINATE WITH WATER DEPARTMENT TO ENSURE THATSERVICE IS NOT INTERRUPTED AT ANY TIME. U53 CONNECT TO EXISTING SANITARY SERVICE. CONTRACTOR TO FIELDVERIFY LOCATION, SIZE, CONDITION, AND INVERT PRIOR TO ANYCONSTRUCTION. COORDINATE WITH UTILITY PROVIDER.CONTRACTOR SHALL HAVE EXISTING LINE JETTED AND A CAMERARUN THROUGH IT TO VERIFY PRIOR TO ANY CONSTRUCTION. U60 6" PVC SANITARY SEWER SERVICE (TYP.) ZU01 CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TOSTART OF CONSTRUCTION. IMMEDIATELY NOTIFY SHEETZ AND CIVILENGINEER OF RECORD IF DISCREPANCIES OR CONFLICTS AREFOUND.ZU02 DOMESTIC WATER SERVICE POINT OF CONNECTION. ZU04 2" TYPE "K" SOFT COPPER DOMESTIC WATER SERVICE. SERVICELINE SHALL HAVE 3' MINIMUM COVER.ZU05 2" DOMESTIC WATER METER. ZU06 2" DOMESTIC RPZ BACKFLOW PREVENTER (PER LOCALREQUIREMENTS) DOWNSTREAM OF THE DOMESTIC WATER METER.PROVIDE POWER TO HOT BOX. ZU07 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEP PLANSBY OTHERS. ZU10 IRRIGATION WATER SERVICE POINT OF CONNECTION. ZU12 1" TYPE "K" COPPER IRRIGATION WATER SERVICE. SERVICE LINESHALL HAVE 3' MINIMUM COVER. INSTALL IRRIGATION SLEEVESUNDER PAVEMENT. REFER TO IRRIGATION PLANS FOR QUANTITIY,SIZE, MATERIAL, AND LOCATIONS. VERIFY EXACT LOCATION WITHSHEETZ CONSTRUCTION MANAGER PRIOR TO PLACING PAVEMENT. ZU14 1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCALREQUIREMENTS) DOWNSTREAM OF THE IRRIGATION WATER METER.PROVIDE POWER TO HOT BOX.ZU20 SANITARY SEWER POINT OF CONNECTION. ZU22 6" PVC SANITARY SEWER SERVICE @ 1/8" PER LF MIN. SLOPE, 4' MIN.COVER (TYP.). ALL PVC SEWER PIPING SHALL HAVE TRACER WIREPER NC PLUMBING CODE SECTION 306.2.4. ZU23 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHIN PAVEMENT(TYP.). ZU24 2,000 GALLON GREASE TRAP; REFER TO SHEETZ DETAIL 21 AND MEPPLANS FOR VENTING DETAILS. ZU25 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TO MEPPLANS BY OTHERS. ZU26 GREASE SERVICE POINT OF ENTRY TO BUILDING; REFER TO MEPPLANS BY OTHERS. ZU28 SANITARY SEWER LIFT STATION; REFER TO LIFT STATION PLANSAND MEP PLANS BY OTHERS. ZU32 ELECTRIC TRANSFORMER PAD LOCATION. COORDINATE WITHLOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THEPROPOSED TRANSFORMER PAD LOCATION. PROVIDE TWO (2) 6"__MATERIAL__ CONDUITS BETWEEN POINT OF CONNECTION ANDTRANSFORMER. 24" MINIMUM BURY DEPTH WITH 18" OF VERTICALSEPARATION AT WATER AND SEWER CROSSINGS. ZU36 PROVIDE POWER TO EMERGENCY SHUT-OFF SWITCH; REFER TOELECTRICAL, UNDERGROUND STORAGE TANK SYSTEM PLANS, ANDSHEETZ DETAIL 29.ZU37 PROVIDE POWER TO LIGHTED BOLLARD (TYP.). ZU39 PROVIDE POWER TO AIR AND VACUUM MACHINES. ZU40 PROVIDE POWER TO MID SIGN; WIRED BY BUILDING ELECTRICALCONTRACTOR. VERIFY EXACT LOCATION AND DESIGN BEFOREROUGH-IN. PERMITTED BY OTHERS.ZU50 NATURAL GAS SERVICE POINT OF CONNECTION. ZU52 NATURAL GAS SERVICE CONSTRUCTED BY LOCAL PROVIDER. ZU53 NATURAL GAS SERVICE METER LOCATION AND POINT OF ENTRY TOBUILDING; REFER TO MEP PLANS BY OTHERS. JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N The s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S:\3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 2 - 3 3 2 - S h a d e T r e e L n \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 2 - C 5 . 0 - U T I L . d w g | P l o t t e d o n 5 / 1 5 / 2 0 2 4 4 : 3 9 P M | b y J a c o b F r e n c h ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVERCOUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 05/15/2024 C5.1 UT I L I T Y P L A N 332 P. BARBEAU P. BARBEAU NA D 8 3 0 SCALE 1"=30' 60'30' 05/15/2024 SH E E T Z - S H A D E T R E E L A N E WIL M I N G T O N - N E W H A N O V E R C O U N T Y - N O R T H C A R O L I N A 64250.002 UTILITY NOTES 1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANSPREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEWHANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA),THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FORROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL ANDSTATE LAWS.2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLEFEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNINGSAFETY AND HEALTH.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS ANDCONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIORTO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUEDTO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITHCONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEENFIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTORSHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED INTHE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFYNC "ONE CALL" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUNDSTRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE ANDEXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALLUTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND STATECODES AND REGULATIONS.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATEDWITH THE INSTALLATION, INSPECTING, TESTING AND FINAL ACCEPTANCE OFALL PROPOSED UTILITY CONSTRUCTION UNLESS OTHERWISE COORDINATEDBEFOREHAND WITH SHEETZ.7. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITYCOMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIESAND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES TOTHE SHEETZ PROJECT STRUCTURES.8. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THESPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES AREINSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHERPERFORMED BY THE CONTRACTOR OR NOT.9. AN AS-BUILD DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BYTHE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OFTHE PROJECT.10. UTILITY COMPANIES AND CONTACTS ARE LISTED ON SHEET C7.8.11. CONDUIT LOCATIONS TO FREESTANDING SIGNS AND SITE LIGHT POLES TOBE COORDINATED WITH SHEETZ CONSTRUCTION MANAGER.12. CONTRACTOR SHALL COORDINATE AND VERIFY WITH SHEETZCONSTRUCTION MANAGER ON LOCATION AND SIZE OF THE STORE GREASETRAP. GREASE TRAP SHALL BE PROVIDED WITH "T" PIPE IN OUTFLOWCHAMBER. ALL SANITARY SEWER PIPE SHALL BE THE SDR-35 PVC UNLESSOTHERWISE NOTED.13. CONTRACTOR SHALL COORDINATE WITH SHEETZ CONSTRUCTION MANAGERAND SHEETZ IT DEPARTMENT ON THE CONDUIT ROUTE TO STORE FORTELE/COMMUNICATION SERVICES.14. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTIONSET FOR OTHER PERTINENT INFORMATION. C5 . 0 MA T C H L I N E C 5 . 1 REMOVE AND REPLACE ASPHALT PAVEMENT ANDCURB AND GUTTER TO INSTALL FORCE MAIN REMOVE AND REPLACE GRAVELDRIVEWAY TO INSTALL FORCE MAIN VAN STO P STANDARDUST FIELD NEW SHEETZ STORE 6139 SQ. FT.FFE: 22.50' OH U OH U OHU OHU 8'' W 8'' W 8'' W 8'' W 8'' W D D D D X X X X X X X X X X X X X X X X X X X X UGP UG P UCA T V UC A T V UC A T V UC A T V UC A T V UC A T V UCA T V UGP UG P UGTUGT UGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV G G V UCATV OH P OH P OH P OHP OH P OHPOHPOHP UCA T V X X X X X X X X X X X X X UCATVUCATV UG P UG P UG P UG P UG P UG P UG P UG P UGT UGT UGT UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UCA T V UC A T V OHU OH U GGGGGGGGGGGGGGGG UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV OH P OH P OHP UC A T V UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV UGTUGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UCATV UGP UGP UGP UGP UGP UGP 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 X X W W W WWWWWWWWWWWW 8'' W 8'' W 8'' W W FM FM FM FM FM FMFM GG G G G G G W W W W W W W RD RD RD RD RD RD RD RD RD SAN CACACATVUC A T V TVTV V G TVTTTTVTTVV QL (1)QL (1)QL (1) QL (1) QL (1) QL (1) QL (1) QL (1) QL (1) NS (6)NS (2)NS (3) NS (1) NS (1) NS (1) NS (1) ND (3) ND (3) ND (3) ND (3) LC (23)LC (11)LC (2) IC (11)IC (2)IC (23) LC (6) IC (6) IEB (14) LM (20)LM (16) LM (39)LM (40) SEED SEED SOD SOD SOD SOD SODSEED LG (1) LG (1) EXISTING FENCE EXISTING TREE LINE IEB (3) LM (13)LM (19) SOD JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N The s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S:\3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 2 - 3 3 2 - S h a d e T r e e L n \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 2 - C 6 . 0 - P L N T . d w g | P l o t t e d o n 5 / 1 5 / 2 0 2 4 4 : 3 9 P M | b y J a c o b F r e n c h ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVERCOUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 05/15/2024 C6.0 LA N D S C A P E P L A N 332 P. BARBEAU P. BARBEAU 05/15/2024 SH E E T Z - S H A D E T R E E L A N E WIL M I N G T O N - N E W H A N O V E R C O U N T Y - N O R T H C A R O L I N A 64250.002 LANDSCAPE NOTES: PRE-CONSTRUCTIONxPRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TOTHE WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS AREBASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE.PROTECT ALL UTILITIES. REPAIR ALL DAMAGE TO UTILITIES, STRUCTURES, SITEAPPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF CONSTRUCTION.x CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPECONTRACTOR REGISTERED IN THE STATE OF NORTH CAROLINA.x VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST TOTALSARE FOR CONVENIENCE ONLY AND MUST BE VERIFIED.x PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL BYLANDSCAPE ARCHITECT.x PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONINGPERMIT AN ON-SITE PRE-CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THEDEVELOPER AND THE ADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION ANDMANAGEMENT OF ALL LANDSCAPE ELEMENTS TO REMAIN.x ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE, DURING,AND AFTER INSTALLATION.o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TOSUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE ANDREPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE.x ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS ANDREQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED ASINDICATED IN THE PLANT LIST. o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD. CONSTRUCTION/INSTALLATIONxCONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING INSTAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. THIS PLANDOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.x CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BEDAND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNINGWORK.x STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALL DEBRISFROM THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO INSTALLINGNEW PLANT MATERIAL.x CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEENDELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.x ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4” OF TOPSOIL.x ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOW SPOTSALLOWING WATER TO BE TRAPPED.x INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TOPLANS SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.x THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOWFOR A 2.5' BUMPER OVERHANG FROM THE BACK OF CURB.x ALL TREES MUST BE GUYED OR STAKED AS DETAILED.x AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPECONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.x CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATIONAND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFYOWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. IT MAY BE NECESSARY TO TRUCKIN NON-CITY WATER TO MEET PLANT NEEDS.x USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERALINSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABELRESTRICTIONS.x ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIX MEETINGLATEST STATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEED AND PLANTCERTIFICATION.x SEEDING AND STRAW NOTES FOR LAWN AREAS: o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6”. o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACESMOOTH AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF-SITE.o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIXWITH SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS RECOMMENDATIONS. o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED ISPREPARED.o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDINGEQUIPMENT OR CULTIPACK AFTER SEEDING. o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS ORRESEEDINGS WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER 60%DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES. o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALT AT 300GAL/ACRE.x PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF MATERIAL FROMA LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFER TO LANDSCAPE SCHEMEFOR MATERIAL SPECIFICATIONS.x MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PERSPECIFICATIONS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILINGWIRE SHALL BE REMOVED. DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVELOOSE MATERIAL FROM PLANTS. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK:KEEP A MINIMUM OF 4" AWAY FROM TREE TRUNK OR BASE OF PLANT.x MULCH AND NO-MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVYRAIN EVENTS. IF NO-MOW MIX GERMINATES AT A RATE OF LESS THAN 90%, THEN REMOVEOTHER SPECIES AND RESEED. TEMPORARY IRRIGATIONxCONTRACTOR TO PROVIDE AND MAINTAIN TEMPORARY IRRIGATION FOR SOD WITHIN THESTORMWATER CONTROL MEASURE UNTIL SOD BECOMES ESTABLISHED. INSPECTIONS/GUARANTEExLANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPON COMPLETION OFLANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFY COMPLETENESS INCLUDING THEREPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FORSCHEDULING A FINAL INSPECTION BY LANDSCAPE ARCHITECT.x PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITHAPPROVED PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THECERTIFICATE OF OCCUPANCY.x CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINST DEFECTSINCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD SHALL BEGIN UPONCERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVERCOMES FIRST. NA D 8 3 0 SCALE 1"=30' 60'30' NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉǇŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉǆ /ŶƚŚĞŶŽƚŝĨǇĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first)Additional site plan requirement details can be found in section 2 of this document. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂǇŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂǇƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞǆĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚǇŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂǇŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂǇďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3 %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated/20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďǇƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞǇǁŝƚŚŝŶƚŚĞĞǆŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚǇůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚǇĚƌĂƵůŝĐƐƵƌǀĞǇĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂǇWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚǇŵĂǇďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůǇdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂǇďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚǇƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂǇ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞǆŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůǇ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞǇƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ Roadway Design Manual At Grade INTERSECTIONS May 2023 Part I General Design Information | 8-22 Figure 8-10 Recommended Treatment for Turn Lanes Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length. MEMORANDUM To: New Hanover County Technical Review Committee Date: 6/11/2024 Subject: 4195 Carolina Beach Road, Sheetz Shade Tree C-Store Comments: • The project is part of the Sheetz Shade Tree TIA Approval with Conditions, dated March 13, 2024. The project is required to build the necessary improvements listed. • Driveway will be subject to NCDOT review. • Please label the drive thru length from the menu board. • The proposed eastbound left-turn lane does not meet the TIA conditions of approval: 300’ full storage, 100’ taper and appropriate full width deceleration length. Please revise. • The proposed westbound right-turn lane does not meet the TIA conditions of approval: 175’ full storage, appropriate full width deceleration length and taper length. Please revise. • The proposed “storefront bumper posts” appear to block access to the parking spaces. Please revise. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: A TIA was completed for this project and the conditions of approval letter is attached. March 13, 2024 Mr. Jeff Hochanadel, PE, PTOE Timmons Group 5410 Trinity Road, Suite 102 Raleigh, NC 27607 RE: Approval with conditions for the Traffic Impact Analysis (TIA) associated with the Sheetz (Shade Tree) commercial development in New Hanover County, NC Dear Mr. Hochanadel, The WMPO, NCDOT and New Hanover County staffs have reviewed the Sheetz (Shade Tree) TIA (sealed January 23, 2024) and based on the information provided and conversations held to date, it is our understanding that the proposed development will be built in 2025 and consist of the following: ITE Land Use Code 945 – 6,139 SF of Convenience Store/Gas Station with 12 vehicle fueling positions The following improvements are required of this development: US 421 (Carolina Beach Rd) and SR 1262 (Horn Rd) (Left-in/Right-in/Right-out intersection) o No improvements are required. US 421 (Carolina Beach Rd) and SR 1197 (Silver Lake Rd)/SR 2361 (Shade Tree Lane) (Signalized intersection) o Extend the southbound left turn lane on US 421 (Carolina Beach Road) to provide 300 feet of storage, appropriate full-width deceleration, and taper. o Extend the northbound left turn lane on US 421 (Carolina Beach Road) to extend the full width storage by 100 feet. The existing 200-foot taper may be reduced to 100 feet in length to accommodate this improvement. US 421 (Carolina Beach Rd) and Site Access 1 (Right-in/Right-out intersection) o Construct a northbound right turn lane on US 421 (Carolina Beach Road) with 175 feet of storage, appropriate full width deceleration and taper. o Construct site access (westbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line and configured as right-in/right-out operation. o Provide stop controls for westbound approach. NCDOT/WMPO Required Improvements Figure Sheetz - Shade Tree Legend Black - Existing Infrastructure Blue - Full build Improvements - Stop Control - Signal - Right-in/Right-out Extend the northbound left turn lane on US 421 (Carolina Beach Road) to extend the full width storage by 100 feet. The existing 200-foot taper may be reduced to 100 feet in length to accommodate this US 4 2 1 Site Access 1 Si t e A c c e s s 2 Secure Self Storage Driveway Horn Road US 4 2 1 30 0 ' s t o r a g e , de c e l e r a t i o n a n d 50 ' I P S 100' IPS 17 5 ' 20 0 ' s t o r a g e , 10 0 ' t a p e r Old Lendire Mixed Use Conversion and Parking Lot – 7721 Market St – TRC Review Page | 1 To: Justin Fulford, justin@fulfordhvac.com Howard Resnick, CSD Engineering – howard@csdengineering.com From: Zach Dickerson – Development Review Senior Planner Date: June 19th TRC Review PID#: R04400-002-034-000, R04400-002-032-000, R04400-002-031-001 Egov# SITECN-24-000020 Subject: 7227, 7223 and 7231 Market St – Old Lendire Road Mixed Use - TRC Review The following comments have been received for the June 19th, 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, Zachary Dickerson 910-798-7450 1. General Comments a. The bottle shop and western parking lot were approved on 08/19/2022. b. Zoning is B-2. i. Setbacks for B-2 are met. c. Proposed new uses: i. Parking lot, conversion of storage building to ice cream shop and storage building to walk-up pizza shop. 2. UDO Section 5.1, Parking and Loading a. Parking is sufficient. i. Note, parking is based on 2,500 sf shared seating area between the bottle shop, the ice cream shop and the pizza shop. ii. Microbrewery/Microdistillery require 8/1,000 sf. Originally, at 3,000 sf this would require 24 parking spaces. First parking lot had 26 spaces, so this was sufficient. iii. 64 new spaces being added in this phase, for a total of 90 on the site. b. Please detail length and width of the spaces. Old Lendire Mixed Use Conversion and Parking Lot – 7721 Market St – TRC Review Page | 2 c. Please note that parking spaces at a 90° require a stall width of 9 feet and a depth of 18 feet. d. The remaining aisle width must be 22 feet. e. Please note the following from Section 5.1.4, Off Street Parking Design Standards, A. Surfacing i. The use of pervious or semi-pervious parking lot surfacing materials, including, but not limited to pervious asphalt and concrete, open joint pavers, and reinforced grass/gravel/shell grids may be approved for off-street parking and loading areas, provided such surfacing is subject to an on-going maintenance program (e.g. sweeping, annual vacuuming). 3. UDO Section 5.2, Traffic, Access and Connectivity a. NHC fire has some major concerns about access on this site- please see their comments. b. Please detail what kind of barricade will be used to close off the access on Market Street. 4. UDO Section 5.3, Tree Retention a. Tree Removal Permit for this site is already granted, TR-22-000045 b. Please confirm that no further trees are being removed for this development. 5. UDO Section 5.4, Landscaping and Buffering a. Per the original plans, the existing treeline along Old Lendire Road was approved as a street yard, though because this is a private drive within the development a street yard is not technically required. Please confirm this treeline remains- if any trees are removed, a revision to the tree removal permit would be required. b. Parking lot landscaping: i. Please detail parking lot landscaping per section 5.4.5 of the UDO. 6. UDO Section 5.5, Lighting a. Is any new lighting proposed for the parking lot? 7. UDO Section 5.6, Signs a. If there are any new signs proposed for this development, please apply for sign permits prior to installation. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Overlay map, there are no Conservation Resources on this portion of the site. Old Lendire Mixed Use Conversion and Parking Lot – 7721 Market St – TRC Review Page | 3 NHC Fire Services, David Stone 910-798-7458 1. The proposed turnaround does not meet the 96’ diameter requirement for fire apparatus turnaround. (Can that end be left open to Market St. to avoid the need for a turnaround and provide easier access to Market St?( This would also allow for faster Fire Department response to this area as the proposed plan would require the first due Engine Company go past this area to get to the back access off Lendire causing a delay in response time.) 2. Closing the first driveway does not allow for the required fire department access to within 150 feet of the rear of the existing building being serviced by that driveway. (Can the driveway to Tract 4 be closed instead to relocate the parking spots at the first driveway? Tract 4 currently has its own driveway to Market St 3. If the 12-foot-wide access road to the parking area behind Tract 4 is meant fir vehicle access and not a foot path it does not meet the required 16-foot minimum access on a one-way road for fire apparatus. 4. The 15ft turning radius on the curve located on tract 3 and tract 4 will not support the turning radius of fire apparatus. NHC Engineering, Galen Jamison 910-798-7072 1. Please update the site plan to reflect the as-built and planned condition. For example, significantly more aggregate has been placed on 7225 Market, the future ice cream shed has added impervious on 3 sides, the gravel placed adjacent the old roadway should be labeled ABC stone, and the additional area on the south side of the bottle shop are not shown. What are the intended upgrades the future pizza shed? 2. The increase of impervious area was not previously indicated and the total impervious area on 7221 Market exceeds 13,000 SF. Therefore, a county stormwater permit will be required. 3. The overall disturbance for the common plan of development appears to have exceed 1 acre, if so, a County permit is required. 4. Please contact the State for their stormwater permitting requirements. NHC Environmental Health, Dustin Fenske 910-798-6732 1. All previous Environmental Health comments still apply. Addition of new ice cream shop will require plan review to be conducted by NCDA and permitted under this agency accordingly. The pizza food service will require application, plan review and permitting by NHC Environmental Health Food Service Plan Review. Well permit and septic construction authorization must be issued prior to building permit issuance. NHC Addressing, Katherine May 910-798-7443 1. No comments Old Lendire Mixed Use Conversion and Parking Lot – 7721 Market St – TRC Review Page | 4 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. 4. CFPUA water and sewer are available. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 1. See attachment. WMPO, Scott James 910-473-5130 1. See attachment. Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comment. 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: June 5, 2024 Subject: Fulford Development_7223, 7225, 7231 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 Old Lendire Road & Market Street: x If the property owner wants to close the connection at Old Lendire Road & Market Street there are currently two options (the 1st is time sensitive!). o Send an official letter to the following: District Engineer (Ben Hughes) and the Resident Engineer requesting the closure, and this could be done with the current NCDOT project if the curbing hasn’t been placed along this section. o Submit a non-utility encroachment (16.1 B) agreement to request the removal of the apron and replace with curb & gutter. This would require a hold harmless letter from Sealand Contractors. A mutli-use path is being installed along Lendire Road and crosses Old Lendire Road near the proposed development, a connection to this may be beneficial. x I have included an image of this for you. 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 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). Site Plan Comments: Additional plan sheets are needed to review the submittal. 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. Mailing Address: NCDEPARTMENTOFTRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON,NC 28403 04-11-03 COURIER Telephone:910-398-9100 CustomerService:1-877-368-4968 Website:ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 MA R K E T S T R E E T - U . S . H I G H W A Y 1 7 10 0 ' P U B L I C R I G H T - O F - W A Y C B TRAC T 4 19,16 9 S q . F t . (0.44 A c r e s ) TRAC T 3 33,05 7 S q . F t . (0.76 A c r e s ) D TRAC T 2 48,53 7 S q . F t . (1.11 A c r e s ) A TRAC T 1 16,538 S q . F t . (0.38 A c r e s ) LINDIRE ROAD60' PRIVATE RIGHT-OF-WAY (MAP BOOK 39, PAGE 58)E 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: 6/11/24 Subject: 7225 Market Street Comments: • Site access driveways are subject to NCDOT review. • The site application appears to be part of the revised Lendire Commercial Mixed-Use TIA (approved May 30, 2024). This project is required to construct improvements required by the TIA. • Please verify proposed land uses match land uses in the Lendire Commercial Mixed-Use TIA approval with conditions letter (attached). • Please label the parking lot dimensions for Fire/EMS review. • Please consider adding sidewalks along the site aisles and access roads that front the commercial buildings. NCDOT Projects: TIP Projects in the Area: U-4751 Military Cutoff Road Extension U-4902 Market Street Widening Project WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: Please verify the intensity of existing land use(s). Land Use (ITE Code) Intensity 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Storage Building (s), existing 3,000 4 1 1 Brewery, Tap Room (971) proposed 3,000 SF 185 2 29 Pizza/ Ice Cream Shop, (933) proposed 1,368 SF 616 73 72 TOTAL 801 75 100 November 14, 2022 REVISED May 30, 2024 Ms. Dionne Brown, PE DAVENPORT 5917 Oleander Drive, Suite 206 Wilmington, NC 28403 RE: REVISED TIA approval with conditions of the Traffic Impact Analysis (sealed April 22, 2024) associated with the proposed Lendire Commercial Mixed-Use development in New Hanover County, NC. Dear Ms. Brown: The WMPO, NCDOT and New Hanover County staffs have reviewed the revised and updated Lendire Commercial Mixed Use development TIA (sealed April 22, 2024). According to the submitted documents, this development proposes the following land uses with a build year of 2026: o ITE Land Use Code 151 – Mini storage 100,000 SF o ITE Land Use Code 310 – Hotel 120 rooms o ITE Land Use Code 710 – General Office 10,000 SF o ITE Land Use Code 822 – Strip Retail (<40ksf) Plaza 40,000 SF o ITE Land Use Code 912 – Bank with Drive-thru 4,090 SF o ITE Land Use Code 932 – High Turnover (Sit-down) Restaurant 13,120 SF o ITE Land Use Code 934 – Fast-Food Restaurant with Drive-Thru 3,390 SF o ITE Land Use Code 945 – Convenience Store with gasoline pumps – 16 VFP Scenario 1 Assumes U-4902 improvements & Wendover RCI with Site Access 2 as Right-In/Right-Out Scenario 2 Assumes U-4902 improvements & Wendover RCI with Site Access 2 as Full Movement Based on the review of the submitted analysis and related documents, the following improvements are required of the development: REVISED TIA approval with conditions of Lendire Commercial Mixed-use development (NHC) Page 2 of 4 US 17 (Market St) at SR 1403 (Middle Sound Loop Rd) / SR 2892 (Lendire Rd) Scenarios 1 & 2 No improvements are required. US 17 (Market St) at SR 1929 (Wendover Ln) (Future Signalized Intersection) Scenario 1 No improvements are required. Scenario 2 • Modify the southbound left turn lane on US 17 (Market St) to provide 350 feet of full-width storage with appropriate taper. US 17 (Market St) at Site Access 1 (Proposed Right-in/Right-out Intersection) Scenario 1 • Construct a southbound right turn lane on US 17 (Market St) with full-width storage extended back to Site Access 2. • Construct Site Access 1 (eastbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line, and with one ingress and one egress lane, configured as a right-in, right-out intersection. • Provide stop controls for the eastbound approach. Scenario 2 • Construct a southbound right turn lane on US 17 (Market St) with 125 feet of storage, and appropriate full-width deceleration and taper. • Construct Site Access 1 (eastbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line, and with one ingress and one egress lane, configured as a right-in, right-out intersection. • Provide stop controls for the eastbound approach. US 17 (Market St) at Site Access 2 Scenario 1 • Construct a southbound right turn lane on US 17 (Market St) with 500 feet of storage, and appropriate full-width deceleration and taper. • Construct Site Access 2 (eastbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line and with one ingress and one egress lane, configured as a right-in, right-out intersection. • Provide stop controls for the eastbound approach. REVISED TIA approval with conditions of Lendire Commercial Mixed-use development (NHC) Page 4 of 4 Nick Drees, Engineering Specialist, NCDOT Stonewall Mathis, PE, Division Traffic Engineer, NCDOT Krupa Koilada, Senior Assistant Traffic Engineer, NCDOT Bryce Cox, Assistant Traffic Engineer, NCDOT Clarence Bunting, PE, Congestion Management Regional Engineer, NCDOT Ken Vafier, Planning Manager, New Hanover County Robert Farrell, Development Review Supervisor, New Hanover County Zach Dickerson, Senior Development Review Planner, New Hanover County Denys Vielkanowitz, PE, City Traffic Engineer, City of Wilmington Chris Walker, Assistant Chief - Fire Marshall, City of Wilmington Bill McDow, Associate Planner, WMPO NCDOT Required Improvements Figure Lendire Commercial Mixed Use (Scenario 1) Legend Black -Existing Infrastructure Blue -Scenario 1 Improvements -Stop Control -Signal -Right-in/Right-out Site Access 2 10 0 ' I P S Middle Sound Loop Road 50 0 ' s t o r a g e 100' IPS Site Access 1 100' taper Wendover Lane US 1 7 Ma r k e t S t Lendire Road50' storage Si t e A c c e s s 3 US 1 7 Ma r k e t S t 100' IPS FU L L NCDOT Required Improvements Figure Lendire Commercial Mixed Use (Scenario 2) Legend Black -Existing Infrastructure Blue -Scenario 2 Improvements -Stop Control -Signal -Right-in/Right-out Install a traffic signal & coordinate with existing signal system. Site Access 2 10 0 ' I P S Middle Sound Loop Road 25 0 ' s t o r a g e 200'storage for each egress lane Site Access 1 100' taper Modify to provide 350' storage. Wendover Lane US 1 7 Ma r k e t S t Lendire Road50' storage Si t e A c c e s s 3 US 1 7 Ma r k e t S t 100' IPS 12 5 ' st o r a g e 20 0 ' s t o r a g e 100' storage 5409 Castle Hayne Road – Jay’s Place – Commercial Site Plan – TRC Review Page | 1 To: Mark N. Hargrove of Port City Consulting Engineers, PLLC; mark@portcityeng.com Joseph L. Hudson of Castle Plaza Development, LLC; hud99son@bellsouth.net From: Wendell E. Biddle Development Review Associate Planner Date: June 19th, 2024, TRC Review PID#: R01100-014-013-000 Egov# SITECN-24-000021 Subject: 5409 Castle Hayne Road – Jay’s Place – Commercial Site Plan – TRC Review The following comments have been received for the June 19th, 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 listed scope of work is for a 9,000 square foot flex space. b. Please detail if there will be associated outdoor storage. c. Please detail on the site plan the dimensions of the proposed offices vs warehouse space. Per Site Data Table office space is 1,800 sq ft and warehouse space is 7,200 sq ft. 2. UDO Section 5.1 Parking and Loading a. The parking quantity is adequate with the annotated quantity detailed on the Site Data Table. b. The minimum off-street parking standards have been met per Site Data Table on Cover Sheet. c. Please detail location and method of screening from street view for i. Dumpster 3. UDO Section 5.2 Traffic, Access, and Connectivity a. A NCDOT Driveway Permit must be obtained. 5409 Castle Hayne Road – Jay’s Place – Commercial Site Plan – TRC Review Page | 2 4. UDO Section 5.3 Tree Retention a. The proposed development does not appear to require the removal of any trees. If trees are to be removed, a tree removal permit will need to be submitted prior to TRC approval. b. A land disturbing permit obtained from NHC Engineering must be obtained prior to development. 5. UDO Section 5.4 Landscaping and Buffering a. UDO Table 5.4.1: Landscaping Upgrade Standards details the landscaping requirements for specific amounts of impervious ground cover expansion. b. Please provide a landscape plan that meets the specific requirements established in the UDO Section 5.4.2 General Standards. 6. UDO Section 5.5 Exterior Lighting a. Please detail if there is to be any expansion or alteration of the lighted outdoor area. b. Please note that except for street lighting, all exterior lighting and indoor lighting visible from outside shall be designed and located so that the maximum illumination measured in foot candles at ground level at a lot line shall not exceed the standards in Table 5.5.4.B: Maximum Illumination Levels. c. The height of exterior light fixtures shall not exceed 25 feet. 7. 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. 8. UDO Section 5.7 Conservation Resources a. Per the New Hanover County resource map, there are no detailed conservation resources on this site. NHC Fire Services, Ray Griswold 910-798-7448 1. Approved with the following comments: a. Fire Final required. Will this building be sprinkled? b. If so, a fire hydrant shall be placed within 100 feet of the FDC. c. A Section 510 study shall be required for Emergency Responder Radio Communications Please review the Typical TRC Comment sheet sent to the Engineer. NHC Engineering, Galen Jamison 910-798-7072 1. It appears the limits of disturbance will be below 1 acre, thereby not requiring a land disturbing permit. Should land disturbing activities exceed 1 acre, a permit would be required. 2. A stormwater permit issued by the County is required for this project as more than 10,000 SF of impervious is planned. Please submit the permit applications 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/251/Stormwater. 3. Please indicate the approximate size and location of the proposed SCM with the resubmission. 4. Please contact the State for their stormwater permitting requirements. It is anticipated a high- density permit will be necessary. 5409 Castle Hayne Road – Jay’s Place – Commercial Site Plan – TRC Review Page | 3 NHC Environmental Health, Dustin Fenske 910-798-6732 1. The proposed project must connect to public water and sewer or individual well and septic permits must be applied for and received. Proposed infrastructure must maintain setbacks to any surrounding properties well or septic systems. NHC Addressing, Katherine May 910-798-7443 1. The current address is acceptable. 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.fcpua.org/FormCenter/Engineering-3/Engineering-Plan-Review- 103 4. CFPUA water and sewer are available. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-398-9100 1. See attachment WMPO, Scott James 910-473-5130 1. See attachment Brad Shaver USACOE Brad.E.Shaver@usace.army.mil 1. No comments Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila 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: June 5, 2024 Subject: Jays Place – 5409 Castle Hayne Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: A Revised 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. A revised NCDOT Driveway Permit is required due to the expansion of the site. x When a submission is made in the portal reference the original driveway permit number D-065-16-050. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Required Roadway Improvements: The extension of the right turn lane is required per the conditions of the original permit. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. x Figure 8-10 Recommended Treatment for Turn Lanes (Included). Site Plan Comments: 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. o Reference table 3-1 below for design requirements. Show and label all gates with distances to the right of way line, x No gates allowed within 100’ from the r/w line. Label the 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. Mailing Address: NCDEPARTMENTOFTRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101WILMINGTON, NC 28403 04-11-03COURIER Telephone:910-398-9100 CustomerService:1-877-368-4968 Website:ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Development For MAY, 2024 CASTLE HAYNE, NORTH CAROLINA CASTLE PLAZA DEVELOPMENT, LLC 1009 WATERVIEW PLACE CAROLINA BEACH, NC 28428 TEL: 910-520-8678 PORT CITY CONSULTING ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032 mark@portcityeng.com 11" OAK PRELIMINARY - DO NOT USE FOR CONSTRUCTION No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No.No. Checked By Revision Designer Drawn By Date By Scale Date Job No.NORTH CAROLINANEW HANOVER COUNTY C-31009 WATERVIEW PLACE CASTLE PLAZA DEVELOPMENT, LLC CAROLINA BEACH, NC 28428 SITE PLANJAY'S PLACE PORT CITY CONSULTING ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409910-599-1744 LICENSE No. P-1032 PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION GRAPHIC SCALE 1 inch = 20 ft. 20 0 10 20 40 NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉǇŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉǆ /ŶƚŚĞŶŽƚŝĨǇĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first)Additional site plan requirement details can be found in section 2 of this document. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂǇŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂǇƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞǆĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚǇŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂǇŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂǇďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3 %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated/20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďǇƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞǇǁŝƚŚŝŶƚŚĞĞǆŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚǇůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚǇĚƌĂƵůŝĐƐƵƌǀĞǇĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂǇWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚǇŵĂǇďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůǇdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂǇďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚǇƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂǇ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞǆŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůǇ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞǇƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ Roadway Design Manual At Grade INTERSECTIONS May 2023 Part I General Design Information | 8-22 Figure 8-10 Recommended Treatment for Turn Lanes Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length. MEMORANDUM To: New Hanover County Technical Review Committee Date: 6/11/2024 Subject: 5409 Castle Hayne Road, Jay’s Place Comments: • The project is a 9,000 SF office/warehouse building at 5409 Castle Hayne Road. • Driveway will be subject to NCDOT review. • Please label the dimensions and radius of the shared driveway. • The proposed refuse collection vehicle turning movement appears to be unsafe. The movements are shown from the through lane and not in the Two-Way Left-turn Lane. Please revise. • Please confirm the proposed land uses and intensities for the estimated trip generation numbers. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: Based upon the proposed ITE Estimated Trip Generation a TIA is not required. Land Use (ITE Code) Intensity 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Office, (710) 1,800 SF 35 3 3 Warehouse, (150) 7, 200 SF 50 1 1 Total 85 4 4 Warehouse and Laydown Yard – 133 Flemington Road – TRC Review Page | 1 To: Vincent O. Burgess, IV, Burgess Land Lease – vinceb@burgesscorporation.net From: Amy Doss – Associate Planner Date: June 19th TRC Review PID#: R04011-002-004-000 Egov# SITECN-24-000022 Subject: 133 Flemington Road – Warehouse and Laydown Yard - TRC Review The following comments have been received for the June 19th, 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, Amy Doss 910-798-7571 1. General Comments a. Zoning is I-2 i. There are no new proposed structures on the site, so no setbacks are necessary beyond those shown on the cover sheet. b. Proposed use: i. 14,650 SF warehouse ii. Laydown yard. iii. The application listed “office and laydown yard” as uses, though on the new site plan I only noted the expansion of the laydown yard use. Please confirm. 2. UDO Section 5.1, Parking and Loading a. Parking meets the requirements. 3. UDO Section 5.3, Tree Retention a. Please confirm no trees will be removed. b. Please refer to Section 5.3 of the UDO for Tree Removal and Retention Standards, if needed. Warehouse and Laydown Yard – 133 Flemington Road – TRC Review Page | 2 4. UDO Section 5.4, Landscaping and Buffering a. Please submit a landscape plan to include: foundation plantings, parking lot landscaping, street yard. b. Please note that 15 trees are required to be planted or retained per acre disturbed. 5. UDO Section 5.5, Lighting a. Is any new lighting proposed for the site? 6. UDO Section 5.6, Signs a. If there are any new signs proposed for this development, please apply for sign permits prior to installation. 7. UDO Section 5.7, Conservation Resources a. No wetlands on site. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Final Required. Please follow any other items on the TRC Plan review that was sent via e-mail to the Engineer 2. Gate permits required. 3. Will this building be sprinklered? If so a fire hydrant shall be placed within 100 feet of the TRC. 4. A Section 510 Study will be required for Emergency Responder Radio Coverage. NHC Engineering, Galen Jamison 910-798-7072 1. The County stormwater and land disturbing permit is currently under review. Any comments will be forwarded the designer. 2. Please verify there is the required separation between storm piping and a septic area. 3. The offsite drainage coming from the west that will be routed through the site via a ditch shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction within this offsite drainage conveyance measure that will be maintained by the county will need to be observed during construction by Stormwater Services and a turnover meeting scheduled once the system is ready to be conveyed to the county. Please add a plan note to ensure county construction observation and a turnover meeting occurs. 4. The public drainage requirements outlined in comment #3 appears to result in the proposed building being inside the easement which is not permitted. Note, should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure. 5. How is the roadside grass swale conveyed over the driveway? 6. Why is the small pump necessary in the SCM outlet structure? 7. Please contact the State for their stormwater permitting requirements. It is anticipated a high density permit will be necessary. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan shows an existing well head/pump house. This well must be protected during demolition and properly abandoned by a certified well driller. Warehouse and Laydown Yard – 133 Flemington Road – TRC Review Page | 3 2. Site must connect to public water whereas this is a no drill area for drinking water wells. 3. Existing septic systems for existing dwellings on this property must be properly abandoned. 4. New proposed development must apply and receive appropriate septic permits prior to building permit issuance. 5. Proposed infrastructure such as storm sewer piping will pose an issue when permitting this site due to the required 15 feet setback to these appurtenances. This must be addressed when applying for both septic and storm water permits. NHC Addressing, Katherine May 910-798-7443 1. 133 Flemington Road can be used. The other addresses have been removed from our records. 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. Project currently in CFPUA plan review. 3. CFPUA water is available. 4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 1. See attachment. WMPO, Scott James 910-473-5130 1. See attachment. Army Corps of Engineers, Brad Shaver 910-251-4611 1. No JD, no indication the Corps has been to this property. Looking at Google earth both aerial and street view the pond location appears to be in an area that could be wet. If they have not already started, a JD would be recommended. 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: June 5, 2024 Subject: Flemington Equipment Yard – 133 Flemington Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit 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: NCDEPARTMENTOFTRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101WILMINGTON, NC 28403 04-11-03COURIER Telephone:910-398-9100 CustomerService:1-877-368-4968 Website:ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Hydraulic calculations and associated plan sheets will need to be submitted for the site. x This will be reviewed by the NCDOT Hydraulics Unit. Include the NCDOT Standard Drawings (2024)that are applicable to the development. 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. o Reference table 3-1 below for design requirements. Label all gates with distances to the right of way line. x No gates allowed within 100’ from the r/w line. 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 MEMORANDUM To: New Hanover County Technical Review Committee Date: 6/11/24 Subject: Flemington Equipment Yard Comments: • Site access points are subject to NCDOT review. • The site does not have sidewalks along the frontage of Sampson Street and Flemington Road. Please consider adding sidewalks to the frontages of these streets. • The site has proposed gates on the Sampson Street access and Flemington Road access. Please ensure the gates provide adequate vehicle storage for vehicles to enter and exit without backing into the ROW. • Please show the controls/operation of the gates. Knox Boxes and/or siren activation may be required for access by Fire/EMS. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: A TIA is not required for this project. Land Use (ITE Code) Intensity 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Office, proposed 1,760 35 3 3 Warehouse, (150) proposed 12,182 SF 58 2 2 TOTAL 93 5 5 Blue Bay Townhomes – Major Subdivision – TRC Review Page | 1 To: John Wall, Timmons Group –john.wall@timmons.com From: Zach Dickerson – Senior Planner Date: June 19th TRC Review PID#: R01100-008-010-000 Egov# SUBPP-24-0005 Subject: Blue Bay Townhomes Preliminary Plan TRC Review The following comments have been received for the June 19th, 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, Zachary Dickerson 910-798-7450 1. General Comments a. Zoning is RMF-L- this is a proposed Performance Residential Development. i. Concept plan approved up to 278 townhomes, please note this TRC site plan proposes only 263. ii. The site proposes 25.94 acres of open space. b. Please note whether this is a Performance Residential Development or a Conventional Residential Development. Staff’s understanding from the original proposal for townhomes put this as a Performance Residential Development, which only requires a 20’ peripheral setback around the boundary of the property. i. In a performance residential development, the standard RMF-L district setbacks do not apply. c. Please note that the amenity center is considered a separate use from the townhomes and will require its own site plan review when that site is ready to move forward. d. Thank you for noting the conditions of the rezoning on the site plan! 2. UDO Section 5.1, Parking and Loading a. Just noting for paperwork purposes: townhomes require 2 parking spaces per dwelling unit. Blue Bay Townhomes – Major Subdivision – TRC Review Page | 2 b. Is parking planned to be in garages in/under the townhomes or in driveways out front? 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please detail if this is the intended bike/ped connection to the multifamily side of this development, as outlined in the conditions of the rezoning. b. Will the internal roads be public or private? 4. UDO Section 5.3, Tree Retention a. The tree survey is a little confusing. For example, it looks like trees are noted for removal in the example below but are not elsewhere on the site. b. Trees planned for removal for the townhome sites and the stormwater ponds will be required to be shown on the tree survey and for the tree removal permit. 5. UDO Section 5.4, Landscaping and Buffering a. A Type A: Opaque Transitional Buffer is required along the southern boundary of the site where the site abuts the R-15 zoning. b. Foundation plantings are not required for the townhome buildings, but they will be for the amenity center. Blue Bay Townhomes – Major Subdivision – TRC Review Page | 3 c. Please detail landscaping for the parking lots throughout the development. Please note that parking lot landscaping calculations can be found in UDO Section 5.4.5. d. Street yard is not required for residential development unless built to the commercial building code. e. Please note that the landscaping standards require 15 trees per acre to be planted or retained for all development. This can likely be ironed out during the tree removal permit process, since trees retained for that permit can be counted towards this requirement. 6. UDO Section 5.5, Lighting a. Is any new lighting proposed for this development? b. Please note 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. 7. UDO Section 5.6, Signs a. If there are any new signs proposed for this development, please apply for sign permits prior to installation. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Overlay map, there is pocosin present on the site. However, there are no Class IV soils on the site, so the Conservation Resource Standards do not apply on this site. 9. UDO Article 6, Subdivision Design and Improvements. a. Per Article 6’s Section on Street Connectivity Standards, the street network for any subdivision shall achieve a connectivity ratio of not less than 1.4. b. There are 19 links on this site and 13 nodes, for a link:node ratio of 1.46. This requirement is met. Blue Bay Townhomes – Major Subdivision – TRC Review Page | 4 NHC Fire Services, Ray Griswold 910-798-7448 1. Fire finals required 2. Move fire hydrant at lot #61 to lot #57 3. Move fire hydrant at lot #31 to area of lot #19 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. Application and forms can be found at https://www.nhcgov.com/251/Stormwater and https://www.nhcgov.com/249/Sediment- Erosion-Control. 2. The offsite drainage coming from the north and west that will be routed through the site via culverts and ditches shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction within this offsite drainage conveyance measure that will be maintained by the county will need to be observed during construction by Stormwater Services and a turnover meeting scheduled once the system is ready to be conveyed to the county. Please add a plan note to ensure county construction observation and a turnover meeting occurs. Note, should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure. 3. Please include the offsite roadway plans for the work identified in the TIA with the permit submission. 4. Please contact the State for their stormwater permitting requirements. It is anticipated a high density permit will be necessary. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public sewer. Proposed infrastructure does not violate setbacks to surrounding properties’ well and septic systems. 2. Site plan reflects connection to public water. Proposed infrastructure does not violate setbacks to surrounding properties’ well or septic systems. NHC Addressing, Katherine May 910-798-7443 1. Seven street names are required. Please contact me with the street name suggestions prior to TRC approval. 2. Addresses will be assigned following TRC approval. Blue Bay Townhomes – Major Subdivision – TRC Review Page | 5 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. 4. CFPUA water available. 5. CFPUA sewer will be available through mainline extension and installation of pump station. 6. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 7. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 8. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 1. Please see attached PDF. WMPO, Scott James 910-473-5130 1. See attachment. Army Corps of Engineers, Brad Shaver 910-251-4611 1. Jurisdictional determination completed and is reflected on site plan and permit expected. ILM International Airport, Granseur Dick 910-341-4333 x 1016 1. Development is adjacent to an active FAA-owned Navigational Aid to Aviation Facility. Please submit an air case study for FAA review. More information can be found at https://oeaaa.faa.gov/oeaaa/external/portal.jsp and expect to use the following form: https://www.faa.gov/forms/index.cfm/go/document.information/documentID/186273 Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila 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: June 5, 2024 Subject: Blue Bay Townhomes – 5735 Blue Clay Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Required Roadway Improvements: Per the approved TIA (included) onsite and offsite roadway improvements are required. The approved TIA was not done in phases so all improvements will need to be installed with the initial phase. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. x Figure 8-10 Recommended Treatment for Turn Lanes (Included). Site Plan Comments: Add to the plan sheets that the proposed subdivision is private and will not be eligible to be added to the State Highway System for maintenance per General Statute: 136-102.6 Submit plans showing the required roadway improvements. Hydraulic calculations and associated plan sheets will need to be submitted for the site due to the proposed discharge within the NCDOT right of way. x This will be reviewed by the NCDOT Hydraulics Unit. 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. o Reference table 3-1 below for design requirements. Show and label all gates with distances to the right of way line, x No gates allowed within 100’ from the r/w line. Label the 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. Mailing Address: NCDEPARTMENTOFTRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101WILMINGTON, NC 28403 04-11-03COURIER Telephone:910-398-9100 CustomerService:1-877-368-4968 Website:ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 April 12, 2023 Mr. Jonathan Guy, PE, PTOE, AICP Kimley Horn Associates 115 Fairchild Street, Suite 250 Charleston, SC 29492 RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed Castle Hayne Residential development located in New Hanover County, NC. Dear Mr. Guy: The WMPO, NCDOT and New Hanover County staffs have reviewed the Blue Clay Residential TIA (sealed February 16, 2023) and based on the information provided and conversations held to date, it is our understanding that the proposed development has a build out year of 2026 and will consist of: o ITE Land Use Code 210 – Single Family detached housing 57 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 231 DU o ITE Land Use Code 221 – Multi-family (mid-rise) housing 240 DU Based upon the review of the analysis provided, the following improvements are required of this development: I-40 Eastbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) x Signalize the intersection. I-40 Westbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) Option 1 (Recommended) Signalize the intersection and provide necessary coordination. Option 2 Construct an exclusive northbound right turn lane on I-40 westbound ramps, with 400 feet of storage, appropriate deceleration, and taper. Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis Page 2 of 3 SR 1002 (Holly Shelter Road) and SR 2181 (Blue Clay Road) (Stop-controlled intersection) x Construct an eastbound right turn lane on SR 1002 (Holly Shelter Road) with 100 feet of storage, appropriate deceleration and taper. x Construct an exclusive northbound right turn lane on SR 2181 (Blue Clay Road) with 100 feet of storage, appropriate deceleration and taper. SR 2181 (Dairy Farm Road) and SR 1336 (Sidbury Road) (Stop-controlled intersection) x No improvements are required. SR 1002 (Holly Shelter Road) and Site Access 1 (Proposed stop-controlled intersection) x Construct an eastbound right turn taper of 200 feet on SR 1002 (Holly Shelter Road). x Construct site access (northbound approach) with an internal protected stem of 50 feet, measured from the right-of-way and with one ingress lane and one egress lane. x Provide stop controls for northbound approach. SR 2181 (Blue Clay Road) and Concrete Plant Driveway/Site Access 2 (Stop-controlled intersection) x Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane. x Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Kerry Drive/Site Access 3 (Stop-controlled intersection) x Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane. x Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Site Access 4 (Proposed stop-controlled intersection) x Construct site access (eastbound approach) with an internal protected stem of 75 feet measured from the right-of-way, and with one ingress lane and one egress lane. x Provide stop controls for eastbound approach. If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT, WMPO, and New Hanover County, in which instance this approval would become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable NCDOT and New Hanover County technical standards and policies shall apply. Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis Page 3 of 3 Please feel free to contact me at (910) 473 – 5130 if you have any questions regarding this approval. Sincerely, Scott A. James, PE Transportation Planning Engineer Wilmington Urban Area MPO Ec: Ben Hughes, PE, District Engineer, NCDOT Jon Roan, Deputy District Engineer, NCDOT Frank Mike, Assistant District Engineer, NCDOT Jessi Leonard, PE, Assistant Division Maintenance Engineer, NCDOT Stonewall Mathis, PE, Deputy Division Traffic Engineer, NCDOT Krupa Koilada, Senior Assistant Traffic Engineer, NCDOT Bryce Cox, Assistant Traffic Engineer, NCDOT Robert Farrell, Senior Planner, New Hanover County Julian Griffee, Current Planner, New Hanover County Jamar Johnson, EI, Engineering Associate, WMPO INV=25.78INV=25.7218 RCP HOLLY SHELTER ROAD - S.R. 1002100' PUBLIC R/W BLUE CLAY ROAD - S.R. 1318 60' PUBLIC R/W GLAZIER RD.60' PUBLIC R/WD.B. 984, PG. 224 BLUE CLAY ROAD - S.R. 1318 60' PUBLIC R/W INV 25.VVVINV=25.INV=25.INV 25 7INV=25.INV=25. AYROAD - S.R. 1318 BLUE CLAY ROAD - S.R. 1318AYROAD - S.R. 1318 60' PUBLIC R/W 60'PUB SITE HOLLY SHELTER R D - S R 1 0 0 2 BL U E C L A Y R D - S R 1 3 1 8 GLAZIER RD JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S:\3 3 1 \ 6 3 6 7 7 - B l u e _ T a n k _ T o w n h o m e s \ D W G \ S h e e t \ T R C \ 6 3 6 7 7 - 3 3 1 - C 0 . 0 - C O V R . d w g | P l o t t e d b y A u s t i n M a r t i n BL U E B A Y T O W N H O M E S NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 63677 331 J. WALL 331 5/15/2024 FOR R E V I E W ONL Y PROPOSED USE: PROJECT: SITE DATA ENGINEER: TOTAL SITE AREA: PROPERTY LOCATION: DEVELOPER: RESIDENTIAL BLUE BAY TOWNHOMES JOHN WALL, PEPHONE: 910-746-1174WILMINGTON, NC 28403430 EASTWOOD ROADTIMMONS GROUP EMAIL: JOHN.WALL@TIMMONS.COM D.R. HORTON6752 PARKER FARM DRIVE, SUITE 210 5735 BLUE CLAY RD WILMINGTON, NC 28403GRAYSON MORGAN TECHNICAL REVIEW COMMITTEE SUBMITTAL NEW HANOVER COUNTY, NORTH CAROLINA 49.38 AC. ZONING:RMF-L EXISTING USE: VACANT BLUE BAY TOWNHOMES GAMORGAN@DRHORTON.COMPHONE: 910-602-8215 1" = 1000'OWNER:BLUE TANK LLC24 BACKFIN PTWILMINGTON, NC 28411 PID: R01100-008-010-000 (CONDITIONALLY REZONED WITH CASENUMBER Z23-12 ON 8/7/2023) CLASS IV SOILS:2.11 AC. NET AREA:47.27± AC. Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN - SHEET 1 OF 2 C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN - SHEET 2 OF 2 C2.0 OVERALL SITE PLAN C2.1 DETAILED SITE PLAN - SHEET 1 OF 3 C2.2 DETAILED SITE PLAN - SHEET 2 OF 3 C2.3 DETAILED SITE PLAN - SHEET 3 OF 3 C3.0 OVERALL SITE UTILITY PLAN C3.1 DETAILED SITE UTILITY PLAN - SHEET 1 OF 3 C3.2 DETAILED SITE UTILITY PLAN - SHEET 2 OF 3 C3.3 DETAILED SITE UTILITY PLAN - SHEET 3 OF 3 C3.4 DETAILED OFFSITE UTILITY PLAN - SHEET 1 OF 3 C3.5 DETAILED OFFSITE UTILITY PLAN - SHEET 2 OF 3 C3.6 DETAILED OFFSITE UTILITY PLAN - SHEET 3 OF 3 C4.0 OVERALL GRADING AND DRAINAGE PLAN C4.1 DETAILED GRADING AND DRAINAGE PLAN - SHEET 1 OF 3 C4.2 DETAILED GRADING AND DRAINAGE PLAN - SHEET 2 OF 3 C4.3 DETAILED GRADING AND DRAINAGE PLAN - SHEET 3 OF 3 C5.0 OVERALL TREE MITIGATION PLAN C5.1 DETAILED TREE MITIGATION PLAN - SHEET 1 OF 7 C5.2 DETAILED TREE MITIGATION PLAN - SHEET 2 OF 7 C5.3 DETAILED TREE MITIGATION PLAN - SHEET 3 OF 7 C5.4 DETAILED TREE MITIGATION PLAN - SHEET 4 OF 7 C5.5 DETAILED TREE MITIGATION PLAN - SHEET 5 OF 7 C5.6 DETAILED TREE MITIGATION PLAN - SHEET 6 OF 7 C5.7 TREE REMOVAL AND MITIGATION TABLES C6.0 SITE NOTES AND DETAILS C6.1 UTILITY NOTES AND DETAILS C6.2 UTILITY NOTES AND DETAILS C6.3 UTILITY NOTES AND DETAILS C6.4 UTILITY NOTES AND DETAILS C6.5 STORM SEWER NOTES AND DETAILS C6.6 STORM SEWER NOTES AND DETAILS X X X 163 147 119 103 87 162 146 118 102 86 178 161 145 117 101 73 177 160 144 116 100 72 176 159 143 115 99 71 175 158 142 114 98 70 174 157 141 113 97 69 173 156 140 112 96 68 172 155 139 111 95 67 171 154 138 110 94 66 170 153 137 109 93 169 152 136 108 92 168 151 123 107 91 167 150 122 106 90 165 149 121 105 89 164 148 120 104 88 1 17 52 82 251 234 2 18 53 83 250 233 3 19 54 84 249 4 20 55 85 248 231 5 21 56 247 6 22 57 263 246 723 58 261 245 8 16 24 51 59 81 260 252 244 235 9 25 60 259 243 10 26 61 258 242 11 27 78 257 241 12 28 77 256 239 13 29 76 255 238 14 30 75 254 237 15 50 80 253 236 62 63 64 65 OS #2 AMENITY AREA 33 39 32 38 31 37 44 36 43 OS #1 42 35 41 34 40 126 130 125 OS #4 124 135 134 129 133128132 127 131 213 221 206 214 222 205 207 215 223 204 208 216 224 203 209 217 225 210 218 226 211 219 227 212 220 OS #6 194 186 199 193 185 200 192 184 201 191 183 202 198 190 182 OS #9 197 189 181 196 188 180 195 187 179 OS #11 OS #3 262 229 OS #7 OS #8 OS #5 OS #10 4546474849 232 230 228 240 166 79 74 SCM 1 SCM 2 SCM 3 SCM 3 SCM 4 SCM 5 18" RCPINV=23.73 INV=22.86 INV=17.54 72" CMP 18" R C P INV=21.98 INV=22.43 INV=19.55 INV=20.21 INV=23.98 INV=23.97 INV=24.90 INV=24.90 18" R C P 18" RCP INV=23.62 INV=22.63 INV=22.63 INV=22.25 INV=22.38 INV=22.64 18" RCP 18" RC P 18" RCP 18" RCP 12" R C P 18" R CP 15" RCP INV=21.25 INV=20.99 18" CM P 12" R C P INV=22.74 INV=23.23 INV=23.39 18" RC P 15" R C P INV=24.26 INV=24.75 INV=23.99 INV=24.17 15" R C P DIRIM=25.94IN(N)=22.39IN(S)=22.04OUT=21.99 DIRIM=24.48IN(N)=22.73IN(W)=22.58OUT=22.4812" RCP 6" PVC INV=22.36 END UKNOWN END UKNOWN DIRIM=21.00IN(W)=16.99IN(S)=17.00IN(N)=17.55OUT=16.2518" RCPINV=16.78 15" R C P 18" RCP DIRIM=24.63IN(N)=21.88OUT=21.68 DIRIM=25.21IN(N)=22.86OUT=22.75 YIRIM=20.39IN(W)=15.19OUT=15.15 W W W W W W W W W W W W W OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP POW E R L I N E E A S E M E N T D.B. 4 7 7 , P G . 1 7 8 POW E R L I N E E A S E M E N T D.B . 4 7 7 , P G . 1 7 8 POW E R L I N E E A S E M E N T D.B. 4 7 7 , P G. 17 8 POWE R L I N E E A S E M E N T D.B. 4 7 7 , PG. 1 7 8 BLU E C L A Y R O A D - S . R . 1 3 1 8 60' P U B L I C R / W MATCHLINE C2.1 MATCHLINE C2.2 MATCHLINE C2.1 MATCHLINE C2.3 MA T C H L I N E C 2 . 2 MA T C H L I N E C 2 . 3 S77°43'26"W 68.60'R=200.00'L=65.61' S58°55 ' 3 5 " W 100.00 ' R=200.00'L=203.36' N62°4 8 ' 5 7 " W 110.6 8 ' R=270.00'L=126.40' N89°38'18"W111.14' R=270.00'L=431.32' S1 ° 1 0 ' 0 0 " E 149 . 8 3 ' R=2500.00'L=487.58' S1 2 ° 2 0 ' 2 9 " E 46 8 . 5 7 ' S77°39'31"W 142.11' R=140.00'L=443.81' N77°39'31"E 142.11' N77°39'31"E 816.15' R=100.00'L=157.08' N1 2 ° 2 0 ' 2 9 " W 29 2 . 6 0 ' S77°39'31"W 677.18' R=100.00'L=157.08' S1 2 ° 2 0 ' 2 9 " E 29 2 . 6 0 ' N1 2 ° 2 0 ' 2 9 " W 39 2 . 6 0 ' S16 ° 5 9 ' 3 4 " W 86. 4 2 ' R=250.00'L=237.79' R=125.00'L=205.55' R=250.00'L=268.42' N1 3 ° 0 7 ' 2 7 " W 80 . 0 0 ' N16 ° 5 9 ' 3 4 " E 98. 6 5 ' R=55.00'L=70.70' S89°21'21"E 100.00' R=55.00'L=73.18' S1 3 ° 0 7 ' 2 7 " E 95 . 4 7 ' N1 ° 1 0 ' 0 0 " W 34 0 . 6 2 ' R=100.00'L=25.54' N15°48'04"W21.26' S88°50'00"W 210.40' BLU E C L A Y R O A D - S . R . 1 3 1 8 60' P U B L I C R / W JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S:\3 3 1 \ 6 3 6 7 7 - B l u e _ T a n k _ T o w n h o m e s \ D W G \ S h e e t \ T R C \ 6 3 6 7 7 - 3 3 1 - C 2 . 0 - S I T E . d w g | P l o t t e d b y A u s t i n M a r t i n BL U E B A Y T O W N H O M E S NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 63677 331 J. WALL 331 5/15/2024 FOR R E V I E W ONL Y 1" = 100' NA D 8 3 0 SCALE 1"=100' 200'100' LEGEND PROPERTY LINEPROPOSED RIGHT OF WAYPROPOSED LOT LINE UTILITY EASEMENTSIGHT TRIANGLE EXISTING WETLANDS AMENITY AREA OPEN SPACE DEVELOPER: ENGINEER:TIMMONS GROUP JOHN WALL, PE 430 EASTWOOD ROAD WILMINGTON, NC 28403 PHONE: 910-746-1174 SITE DATA PROPOSED NUMBER OF LOTS = 263 TOTAL GROSS ACREAGE OF PARCEL = 49.38 ACRES ZONING =LAND USE = MULTI-FAMILY RESIDENTIAL TOWNHOMES PROVIDED OPEN SPACE AREA = 25.94 AC (52.53%) PROPOSED DENSITY = 5.33 du/a RMF-L EMAIL: JOHN.WALL@TIMMONS.COM USPS NOTE CLUSTER MAILBOXES TO BE LOCATED ON ROAD A ANDROAD E. KIOSK LOCATION SHALL BE APPROVED BYUSPS PRIOR TO SUBDIVISION APPROVAL. IFTEMPORARY LOCATIONS ARE REQUIRED, APPROVAL OFLOCATIONS SHALL BE RECEIVED FROM USPS. MAILKIOSK WILL HAVE MARKED CROSSWALK WITH ADACOMPLIANT RAMPS AND PARKING SPACES. FRONT YARD = 20'SIDE YARD = 5' REAR YARD = 15' SETBACKS TABLE GENERAL SITE NOTES1. COUNTY AND STATE STORMWATER PERMITS MUST BEOBTAINED PRIOR TO ANY CONSTRUCTION OF IMPERVIOUSSURFACE. NO NATURAL DRAINAGE AREAS WILL BE CUT OFFOR DISTURBED BEFORE OBTAINING THE PERMITS.2. ALL CONSTRUCTION AND MATERIALS SHALL BE INACCORDANCE WITH NEW HANOVER COUNTY AND NCDOTSTANDARDS AND SPECIFICATIONS.3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALLEXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANYDAMAGE RESULTING FROM THEIR ACTIVITIES. CALL UTILITYLOCATOR SERVICE BEFORE DIGGING.4. ALL UTILITIES SHALL BE UNDERGROUND.5. EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITYAUTHORITY (CFPUA).6. NEW HANOVER COUNTY EROSION CONTROL PERMIT ANDNCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED,AND ALL EROSION CONTROL REGULATIONS WILL BECOMPLIED WITH.7. CONSTRUCTION DRAWINGS MUST BE FULLY APPROVEDPRIOR TO CONSTRUCTION.8. SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OFANY SIGNAGE.9. STREET NAMES MUST BE APPROVED BY NEW HANOVERCOUNTY PRIOR TO FINAL PLAT.10. ALL STREETS ARE PROPOSED TO BE PRIVATE (BUILT TONEW HANOVER COUNTY STANDARDS/NCDOT PAVEMENTAND SUBGRADE STANDARDS).11. EACH DRIVEWAY WILL HAVE A MIN. OF 2 DRIVEWAYPARKING SPACES PER LOT OUTSIDE OF THE R/W.12. A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TOTHE SALE OF THE LOTS AND MEMBERSHIP WILL BEAUTOMATIC UPON PURCHASE WITHIN THE DEVELOPMENT.THE HOMEOWNERS ASSOCIATION WILL COMPLY WITH THESTANDARDS SET FORTH IN THE NEW HANOVER COUNTYUNIFIED DEVELOPMENT ORDINANCE.13. THE HOME OWNERS ASSOCIATION (HOA) WILL BERESPONSIBLE FOR THE MAINTENANCE OF THE STREETS,STORMWATER SYSTEMS AND OPEN SPACE AREAS.14. THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTERCOVENANTS, AND DEEDS SHOWING THE LOCATION OFWETLANDS AND NOTING THAT THOSE AREAS MAY NOT BEFILLED, DISTURBED, OR ALTERED IN ANY WAY UNLESSPROPERLY PERMITTED BY THE NC DEPARTMENT OFENVIRONMENT AND NATURAL RESOURCES AND/OR THE U.S.ARMY CORPS OF ENGINEERS.15. ALL STREET LIGHTING SHALL BE CONSISTENT WITHSECTION 5.5 OF THE NEW HANOVER COUNTY UDO.16. COUNTY AND/OR STATE STORMWATER PERMITS MUST BEOBTAINED PRIOR TO ANY CONSTRUCTION. NO NATURALDRAINAGE AREAS SHALL BE CUT OFF OR DISTURBEDBEFORE OBTAINING PERMITS.17. PROJECT TO BE BUILT TO CFPUA STANDARDS FOR WATERAND SEWER. A UTILITY PLAN MUST BE SUBMITTED ANDAPPROVED BY CFPUA.18. ONLY NEW HANOVER COUNTY APPROVED MATERIALS ARETO BE USED WITHIN THE RIGHT OF WAY.19. A CORPS OF ENGINEERS 401 PERMIT MUST BE OBTAINEDFOR ANY WORK WITHIN THE WETLANDS WHEREAPPLICABLE, PRIOR TO THE START OF ANY WORK.20. A 5' SIDEWALK IS PROPOSED ON ONE SIDE OF THE ROAD. TYPICAL LOT SIZE INTERIOR LOTS: 20' x 90' NOTE: THE SMALLEST LOT IN THESUBDIVISION IS 20' x 90' (1800 SF) END LOTS: 34' x 90' CONDITIONS FROM BOARD OF COMMISIONERS CASE: Z23-12 WHICH APPROVEDREZONING FROM I-1 TO RMF-L:1. THE APPLICANT PROVIDE BICYCLE AND PEDESTRIAN CONNECTIVITYBETWEEN THE MULTI-FAMILY PHASE DEVELOPMENT AND THESINGLE-FAMILY PHASED DEVELOPMENT.2. NO STRUCTURE ON THE PARCEL SHALL EXCEED 45' IN HEIGHT AND AMAXIMUM OF 3 STORIES.3. A DECLARATION STATEMENT SHALL BE RECORDED IN THE PROPERTY'SCHAIN OF TITLE, AT THE NEW HANOVER COUNTY REGISTRY, STATING THEPROPERTY IS IN PROXIMITY TO EXISTING AND FUTURE COMMERCIAL ANDINDUSTRIAL ACTIVITIES THAT MAY RESULT IN NOISE, VIBRATION, ANDHEAVY VEHICLE TRAFFIC ON AREA ROADWAYS, WHICH ACTIVITIES MAYOCCUR ANY TIME DURING THE DAY OR NIGHT. SUCH DECLARATION SHALLALSO BE PROVIDED WITH ALL FUTURE LEASES. SIDE YARD ABUTTING STREET = 10' D.R. HORTON6752 PARKER FARM DRIVE, SUITE 210WILMINGTON, NC 28403GRAYSON MORGAN GAMORGAN@DRHORTON.COMPHONE: 910-602-8215 TOTAL NET ACREAGE OF PARCEL = 49.38 ACRES 1/4"/FT. 5'22' 50' PRIVATE RIGHT OF WAY PAVEMENT LC 2' 1/4"/FT.SLOPE 3:1 MAX SLOPE 3:1 MAX TYPICAL CROSS SECTION FOR 50' R/W 11'TRAVEL LANE 6' SID E WA L K 2' VALLEY GUTTER 2' VALLEY GUTTER PRIMECOAT NOT TO SCALE 1' 1/4"/FT. 2' 1/4"/FT. 11'TRAVEL LANE 13.5' 24" COMPACTED SUBGRADE TO 98% DRY DENSITY, AASHTO T-180 PAVEMENT SECTION NOTE: PROPOSED ASPHALT SECTION BASED ONGEOTECHNICAL REPORT/RECOMMENDATIONS BY NV5 ENGINEERS ANDCONSULTANTS, INC. DATED 8/31/2023. SURFACE: 1" TYPE S9.5B @ 110LBS/SY/INBINDER: 2" TYPE S9.5C @ 112 LBS/SY/INBASE: 8" TYPE B25.0C ASPHALT CONCRETE BASECOURSE @ 114 LBS/SY/IN OPEN SPACE CLASS IV SOILS AREA = 0.00 ACRES MAXIMUM ALLOWED DENSITY = 10.0 du/a REQUIRED OPEN SPACE AREA = 9.88 AC (20.00%) BUILDING HEIGHT MAXIMUM = 3 STORIES MAXIMUMBUILDING SEPARATION = 20' MINIMUMBUILDING MATERIAL = TYPE V-A X X X 163 147 119 103 87 162 146 118 102 86 178 161 145 117 101 73 177 160 144 116 100 72 176 159 143 115 99 71 175 158 142 114 98 70 174 157 141 113 97 69 173 156 140 112 96 68 172 155 139 111 95 67 171 154 138 110 94 66 170 153 137 109 93 169 152 136 108 92 168 151 123 107 91 167 150 122 106 90 165 149 121 105 89 164 148 120 104 88 1 17 52 82 251 234 2 18 53 83 250 233 3 19 54 84 249 4 20 55 85 248 231 5 21 56 247 6 22 57 263 246 723 58 261 245 8 16 24 51 59 81 260 252 244 235 9 25 60 259 243 10 26 61 258 242 11 27 78 257 241 12 28 77 256 239 13 29 76 255 238 14 30 75 254 237 15 50 80 253 236 62 63 64 65 OS #2 AMENITY AREA 33 39 32 38 31 37 44 36 43 OS #1 42 35 41 34 40 126 130 125 OS #4 124 135 134 129 133128132 127 131 213 221 206 214 222 205 207 215 223 204 208 216 224 203 209 217 225 210 218 226 211 219 227 212 220 OS #6 194 186 199 193 185 200 192 184 201 191 183 202 198 190 182 OS #9 197 189 181 196 188 180 195 187 179 OS #11 OS #3 262 229 OS #7 OS #8 OS #5 OS #10 4546474849 232 230 228 240 166 79 74 SCM 1 SCM 2 SCM 3 SCM 3 SCM 4 SCM 5 18" RCP INV=23.73 INV=22.86 INV=25.78 INV=25.72 18 RCP INV=17.54 72" CMP 18" RCP INV=21.98 INV=22.43 INV=19.55 INV=20.21 INV=23.98 INV=23.97 INV=24.90 INV=24.90 18" RC P 18" RC P INV=23.62 INV=22.63 INV=22.63 INV=22.25 INV=22.38 INV=22.64 18" R C P 18" RC P 18" RC P 18" RCP 12" RC P 18" R C P 15" RCP INV=21.25 INV=20.99 18" C M P 12" R C P INV=22.74 INV=23.23 INV=23.39 18" R CP 15" R CP INV=24.26 INV=24.75 INV=23.99 INV=24.17 15" R C P INV 22.84 DIRIM=25.94IN(N)=22.39IN(S)=22.04OUT=21.99 DIRIM=24.48IN(N)=22.73IN(W)=22.58OUT=22.4812" RCP 6" PVC INV=22.36 END UKNOWN END UKNOWN DIRIM=21.00IN(W)=16.99IN(S)=17.00IN(N)=17.55OUT=16.2518" RCPINV=16.78 15" R C P 18" R C P DIRIM=24.63IN(N)=21.88OUT=21.68 DIRIM=25.21IN(N)=22.86OUT=22.75 YIRIM=20.39IN(W)=15.19OUT=15.15 W W W W W W W W W W W W W OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP POW E R L I N E E A S E M E N T D.B . 4 7 7 , P G . 1 7 8 POW E R L I N E E A S E M E N T D.B . 4 7 7 , P G . 1 7 8 POW E R LINE E A S E M E N T D.B. 4 7 7 , P G . 1 7 8 POW E R L I N E E A S E M E N T D.B. 4 7 7 , P G . 1 7 8 BL U E C L A Y R O A D - S . R . 1 3 1 8 60' P U B L I C R / W MATCHLINE C3.1 MATCHLINE C3.2 MATCHLINE C3.1 MATCHLINE C3.3 MA T C H L I N E C 3 . 2 MA T C H L I N E C 3 . 3 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 8''W8''W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SA N SA N SA N SAN SAN SA N SA N SAN SA N SA N 8''W 8''W 8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W S MATCHLINE C3.3 MATCHLINE C3.4 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S:\3 3 1 \ 6 3 6 7 7 - B l u e _ T a n k _ T o w n h o m e s \ D W G \ S h e e t \ T R C \ 6 3 6 7 7 - 3 3 1 - C 3 . 0 - U T I L . d w g | P l o t t e d b y A u s t i n M a r t i n BL U E B A Y T O W N H O M E S NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 63677 331 J. WALL 331 5/15/2024 FOR R E V I E W ONL Y 1" = 100' NA D 8 3 0 SCALE 1"=100' 200'100' ALL CONSTRUCTION TO BE IN ACCORDANCE WITHALL NEW HANOVER COUNTY, NCDEQ, AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS. WATERMAIN PR O P E R T Y LIN E 10' SINGLE 1" WATER SERVICE PERCFPUA STD. (TYP) SEWERMAIN SINGLE 4" SEWER SERVICE PERCFPUA STD. (TYP) VARIES PUBLIC UTILITY EASEMENT R/W SIDEWALK TYPICAL SERVICE DETAIL NOT TO SCALE 8''W UTILITY LEGEND PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED MANHOLE FIRE HYDRANT REDUCER GATE VALVE BLOWOFF ASSEMBLY SAN S UTILITY NOTES 1. ALL WATER MAINS TO BE 8" DR18 C900 PVC PIPE WITH PUSH ON JOINTS UNLESSNOTED OTHERWISE ON PLANS.2. MINIMUM CLEAR COVER FOR ALL WATER PIPE SHALL BE 3 FEET.3. ALL WATER METER SETTINGS SHALL BE LOCATED A MINIMUM OF 5 FEET FROM LOTCORNER, UNLESS OTHERWISE NOTED.4. ALL WATER SYSTEM WORK SHALL BE CONSTRUCTED PER NEW HANOVER COUNTYAND CAPE FEAR PUBLIC UTILITY AUTHORITY DETAILS AND SPECIFICATIONS.5. ALL GATE VALVES ARE TO BE LOCATED WITHIN UTILITY STRIP. GATE VALVES ARE NOTTO BE LOCATED WITHIN PAVEMENT OR THE GUTTER PAN.6. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS.A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OFTHE HYDRANT AND FDC.7. ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BEREQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.8. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLEMATERIALS DELIVERED TO THE JOB SITE.9. A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END" WATER LINES.10. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE ACCORDING TONEW HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY SPECIFICATIONS.11. TIE-INS ARE NOT TO BE MADE UNTIL THE NEW EXTENSION HAS COMPLETED THEDISINFECTION REQUIREMENTS IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITYAUTHORITY DESIGN STANDARDS AND SPECIFICATIONS AND COORDINATED WITHUTILITIES.12. CONDUCT WATERLINE CUT-IN OPERATIONS DURING NON-PEAK HOURS AND ALERTAFFECTED PROPERTY OWNERS PRIOR TO WATERLINE SHUT OFF AND AFTER SERVICEIS RESTORED.13. ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED, AND DISINFECTEDIN ACCORDANCE WITH THE COUNTY SPECIFICATIONS.14. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER, NEW HANOVERCOUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY THE N.C. DEPT. OFENVIRONMENTAL HEALTH AND NATURAL RESOURCES.15. A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY MUSTBE SCHEDULED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF WATER ANDSEWER LINES.16. MINIMUM UTILITY SEPARATION SHALL BE MAINTAINED:a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER PIPES ANDWATER PIPES.b. MINIMUM VERTICAL CLEARANCE OF 18" BETWEEN WATER PIPES AND SANITARYSEWER PIPES.c. MINIMUM VERTICAL CLEARANCE OF 12" BETWEEN WATER PIPES AND OTHERUTILITIES.d. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER ANDWATER, OR WHERE SANITARY SEWER CROSSES ABOVE WATER MAIN, BOTHPIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET ON BOTH SIDESOF CROSSING.e. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER ANDSTORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUMOF 10 FEET ON BOTH SIDES OF CROSSING.12. ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.13. INSIDE DROPS SHALL BE PROVIDED FOR ANY SANITARY SEWER PIPE ENTERING AMANHOLE 30" ABOVE THE MANHOLE INVERT. DROP MANHOLES SHALL BE 5' DIAMETER.14. 6" SANITARY LATERALS TIED INTO MANHOLES SHOULD HAVE THE PIPE CROWNELEVATION MATCHED TO THE MAIN LINE.15. SANITARY SEWER MANHOLE AND CLEANOUT TOPS SHALL BE FLUSH TO FINISHEDGRADE.16. PROJECT TO BE BUILT TO CFPUA SPECIFICATIONS FOR WATER AND SEWER. A UTILITYPLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCYMANAGEMENT.17. THE LOCATION OF THE PUMP STATION MAY REQUIRE ODOR CONTROL MEASURES.18. ALL TOWNHOME BUILDINGS WILL HAVE WATER SERVED BY A GANG METER THATSERVES EACH UNIT IN THE BUILDING. SEE THE CFPUA DETAIL W-15. 1. FIRE HYDRANTS SHALL BE 18" FROM CENTERLINE OFSTEAMER CONNECTION TO FINISHED GRADE.2. ALL FIRE HYDRANTS REQUIRE A 5" STORZCONNECTION ON THE STEAMER CONNECTION OF THEHYDRANT.3. FIRE HYDRANTS SHALL NOT BE OBSTRUCTED FROMSTREET VIEW BY LANDSCAPING OR OTHER UTILITIESFOR A 3' RADIUS AROUND THE HYDRANT.4. THERE SHALL BE UNOBSTRUCTED ACCESS TO THEFIRE HYDRANT FIRE HYDRANT NOTES LEGEND PROPERTY LINEPROPOSED RIGHT OF WAYPROPOSED LOT LINEUTILITY EASEMENTEXISTING WETLANDS X X X 163 147 119 103 87 162 146 118 102 86 178 161 145 117 101 73 177 160 144 116 100 72 176 159 143 115 99 71 175 158 142 114 98 70 174 157 141 113 97 69 173 156 140 112 96 68 172 155 139 111 95 67 171 154 138 110 94 66 170 153 137 109 93 169 152 136 108 92 168 151 123 107 91 167 150 122 106 90 165 149 121 105 89 164 148 120 104 88 1 17 52 82 251 234 2 18 53 83 250 233 3 19 54 84 249 4 20 55 85 248 231 5 21 56 247 6 22 57 263 246 723 58 261 245 8 16 24 51 59 81 260 252 244 235 9 25 60 259 243 10 26 61 258 242 11 27 78 257 241 12 28 77 256 239 13 29 76 255 238 14 30 75 254 237 15 50 80 253 236 62 63 64 65 OS #2 AMENITY AREA 33 39 32 38 31 37 44 36 43 OS #1 42 35 41 34 40 126 130 125 OS #4 124 135 134 129 133128132 127 131 213 221 206 214 222 205 207 215 223 204 208 216 224 203 209 217 225 210 218 226 211 219 227 212 220 OS #6 194 186 199 193 185 200 192 184 201 191 183 202 198 190 182 OS #9 197 189 181 196 188 180 195 187 179 OS #11 OS #3 262 229 OS #7 OS #8 OS #5 OS #10 4546474849 232 230 228 240 166 79 74 SCM 1 SCM 2 SCM 3 SCM 3 SCM 4 SCM 5 18" RCPINV=23.73 INV=22.86 INV=25.78 INV=25.72 18 R C P INV=17.54 72" CMP 18" R C P INV=21.98 INV=22.43 INV=19.55 INV=20.21 INV=23.98 INV=23.97 INV=24.90 INV=24.90 18" R C P 18" RC P INV=23.62 INV=22.63 INV=22.63 INV=22.25 INV=22.38 INV=22.64 18" R C P 18" RC P 18" RCP 18" RCP 12" R C P 18" R C P 15" R C P INV=21.25 INV=20.99 18" CM P 12" R C P INV=22.74 INV=23.23 INV=23.39 18" RC P 15" R C P INV=24.26 INV=24.75 INV=23.99 INV=24.17 15" R C P DIRIM=25.94IN(N)=22.39IN(S)=22.04OUT=21.99 DIRIM=24.48IN(N)=22.73IN(W)=22.58OUT=22.4812" RCP 6" PV C INV=22.36 END UKNOWN END UKNOWN DIRIM=21.00IN(W)=16.99IN(S)=17.00IN(N)=17.55OUT=16.2518" RCPINV=16.78 15" R C P 18" R C P DIRIM=24.63IN(N)=21.88OUT=21.68 DIRIM=25.21IN(N)=22.86OUT=22.75 YIRIM=20.39IN(W)=15.19OUT=15.15 W W W W W W W W W W W W W OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP PO W E R L I N E E A S E M E N T D.B. 4 7 7 , P G . 1 7 8 POW E R L I N E E A S E M E N T D.B . 4 7 7 , P G . 1 7 8 POW E R L I N E E A S E M E N T D.B. 4 7 7 , P G . 1 7 8 POWE R L I N E E A S E M E N T D.B. 4 7 7 , P G . 1 7 8 BLU E C L A Y R O A D - S . R . 1 3 1 8 60' P U B L I C R / W MATCHLINE C4.1 MATCHLINE C4.2 MATCHLINE C4.1 MATCHLINE C4.3 MA T C H L I N E C 4 . 2 MA T C H L I N E C 4 . 3 28 28 28 28 28 28 28 28 28 28 29 29 28 28 27 27 27 2 7 26 28 28 28 29 29 28 28 28 28 2 8 2828 26 28 27 2 6 26 27 27 27 28 28 27 2 7 27 28 28 27 2226 23 27 28 24 27 27 27 17 26 26 26 24 25 16 19 27 1927 27 19 25 27 17 27 17 27 25 2529 28 23 28 23 27 29 29 29 29 30 30 29 29 28 27 2626 26 25 25 27 26 27 2728 29 2929 19 27 1927 29 27 27 28 28 28 27 222222 26262626262626262626 7 2222 2525252 2525252525 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 8''W8''W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SA N SA N SA N SAN SAN SA N SA N SAN SA N SA N 8''W 8''W 8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W S 18" RCPINV=23.73 INV=22.86 INV=25.78 INV=25.72 18 R C P INV=17.54 72" CMP 18" R C P INV=21.98 INV=22.43 INV=19.55 INV=20.21 INV=23.98 INV=23.97 INV=24.90 INV=24.90 18" R C P 18" RC P INV=23.62 INV=22.63 INV=22.63 INV=22.25 INV=22.38 INV=22.64 18" R C P 18" RC P 18" RCP 18" RCP 12" R C P 18" R C P 15" R C P INV=21.25 INV=20.99 18" CM P 12" R C P INV=22.74 INV=23.23 INV=23.39 18" RC P 15" R C P INV=24.26 INV=24.75 INV=23.99 INV=24.17 15" R C P DIRIM=25.94IN(N)=22.39IN(S)=22.04OUT=21.99 DIRIM=24.48IN(N)=22.73IN(W)=22.58OUT=22.4812" RCP 6" PV C INV=22.36 END UKNOWN END UKNOWN DIRIM=21.00IN(W)=16.99IN(S)=17.00IN(N)=17.55OUT=16.2518" RCPINV=16.78 15" R C P 18" R C P DIRIM=24.63IN(N)=21.88OUT=21.68 DIRIM=25.21IN(N)=22.86OUT=22.75 YIRIM=20.39IN(W)=15.19OUT=15.15 W W W W W W W W W W W W W OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP PO W E R L I N E E A S E M E N T D.B. 4 7 7 , P G . 1 7 8 POW E R L I N E E A S E M E N T D.B . 4 7 7 , P G . 1 7 8 POW E R L I N E E A S E M E N T D.B. 4 7 7 , P G . 1 7 8 POWE R L I N E E A S E M E N T D.B. 4 7 7 , P G . 1 7 8 BLU E C L A Y R O A D - S . R . 1 3 1 8 60' P U B L I C R / W JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE REV I S I O N D E S C R I P T I O N Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t and s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S:\3 3 1 \ 6 3 6 7 7 - B l u e _ T a n k _ T o w n h o m e s \ D W G \ S h e e t \ T R C \ 6 3 6 7 7 - 3 3 1 - C 4 . 0 - G R A D . d w g | P l o t t e d b y A u s t i n M a r t i n BL U E B A Y T O W N H O M E S NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 63677 331 J. WALL 331 5/15/2024 FOR R E V I E W ONL Y 1" = 100' NA D 8 3 0 SCALE 1"=100' 200'100' LEGEND PROPERTY LINEPROPOSED RIGHT OF WAYPROPOSED LOT LINE UTILITY EASEMENTSIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK AMENITY AREA OPEN SPACE SITE BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR PROPOSED EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE PROPOSED ROAD CENTER PROPOSED EOP GRADING & DRAINAGE LEGEND 100 100 TW PROPOSED TOP OF WALL250.25 PROPOSED PAD GRADE BW PROPOSED BOTTOM OF WALL250.25 PAD250.25 PROPOSED CATCH BASIN PROPOSED DRAINAGE INLET PROPOSED FLARED END SECTION PROPOSED RCP STORM PIPE PROPOSED ADS HP STORM PIPE PROPOSED ADS N12 WT STORM PIPE NOTES:1. STATE PERMIT 401/404 SHALL BE OBTAINEDPRIOR TO ANY IMPACT TO JUSRISDICTIONALAND NON-JURISDICTIONAL WETLANDS.2. AS-BUILT INFORMATION FOR THESTORMWATER INFRASTRUCTURE SHALL BEPROVIDED IN A GIS SHAPEFILE TO THE NEWHANOVER COUNTY ENGINEERINGDEPARTMENT FOLLOWING CONSTRUCTIONFOR COMPLIANCE.3. ALL STORMWATER PONDS, PIPES, ANDDITCHES OUTSIDE OF RIGHT-OF-WAY SHALLBE WITHIN A PERMANENT DRAINAGEEASEMENT DEDICATED TO NEW HANOVERCOUNTY.4. ALL LOTS WITHOUT REAR YARD DRAINAGESHALL HAVE ROOF DRAINS THAT LEAD TOTHE FRONT YARD TO THEN BE TREATED BYONE OF THE TWO WET PONDS. THEFOLLOWING LOTS WILL REQUIRE THIS: 1-17,58-66, 161-164, 190-233.5. ALL IMPERVIOUS AREA WITHIN THE 50'VEGETATED SETBACK SHALL BE COLLECTEDAND TREATED BY ONE OF THE TWOPROPOSED WET PONDS. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉǇŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉǆ /ŶƚŚĞŶŽƚŝĨǇĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first)Additional site plan requirement details can be found in section 2 of this document. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂǇŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂǇƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞǆĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚǇŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂǇŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂǇďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3 %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated/20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďǇƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞǇǁŝƚŚŝŶƚŚĞĞǆŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚǇůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚǇĚƌĂƵůŝĐƐƵƌǀĞǇĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂǇWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚǇŵĂǇďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůǇdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂǇďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚǇƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂǇ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞǆŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůǇ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞǇƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ Roadway Design Manual At Grade INTERSECTIONS May 2023 Part I General Design Information | 8-22 Figure 8-10 Recommended Treatment for Turn Lanes Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length. Symbol Description Material Transport Pay Item No. Linear Length Adjustment T1 WHITE EDGELINE (4", 90 MIL) Thermo 4685000000-E 1 T2 WHITE SOLID LANE LINE (4", 90 MIL) Thermo 4685000000-E 1 T3 10 FT. WHITE SKIP (4", 90 MIL) Thermo 4685000000-E .25 T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL) Thermo 4685000000-E .25 T5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 90 MIL) Thermo 4685000000-E .25 T9 WHITE RUMBLE STRIP (4", 240 MIL) Thermo 4687000000-E 1 T10 YELLOW EDGELINE (4", 90 MIL) Thermo 4685000000-E 1 T11 YELLOW SINGLE CENTER (4", 90 MIL) Thermo 4685000000-E 1 T12 10 FT. YELLOW SKIP (4", 90 MIL) Thermo 4685000000-E .25 T13 YELLOW DOUBLE CENTER (4", 90 MIL) Thermo 4685000000-E 2 T14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 90 MIL) Thermo 4685000000-E .25 T20 WHITE EDGELINE (6", 90 MIL) Thermo 4688000000-E 1 T21 WHITE SOLID LANE LINE (6", 90 MIL) Thermo 4688000000-E 1 T22 10 FT. WHITE SKIP (6", 90 MIL) Thermo 4688000000-E .25 T23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 90 MIL) Thermo 4688000000-E .25 T24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 90 MIL) Thermo 4688000000-E .25 T30 YELLOW EDGELINE (6", 90 MIL) Thermo 4688000000-E 1 T31 YELLOW SINGLE CENTER (6", 90 MIL) Thermo 4688000000-E 1 T32 10 FT. YELLOW SKIP (6", 90 MIL) Thermo 4688000000-E .25 T33 YELLOW DOUBLE CENTER (6", 90 MIL) Thermo 4688000000-E 2 T34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 90 MIL) Thermo 4688000000-E .25 T40 WHITE GORELINE (8", 90 MIL) Thermo 4695000000-E 1 T41 WHITE DIAGONAL (8", 90 MIL) Thermo 4695000000-E 1 T42 YELLOW DIAGONAL (8", 90 MIL) Thermo 4695000000-E 1 T43 WHITE SOLID LANE LINE (8", 90 MIL) Thermo 4695000000-E 1 T44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 90 MIL) Thermo 4695000000-E .25 T45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only) Thermo 4695000000-E .5 T46 WHITE CROSSWALK LINE (8", 90 MIL) Thermo 4695000000-E 1 T50 WHITE GORELINE (12", 90 MIL) Thermo 4700000000-E 1 T51 WHITE DIAGONAL (12", 90 MIL) Thermo 4700000000-E 1 T52 YELLOW DIAGONAL (12", 90 MIL) Thermo 4700000000-E 1 T53 WHITE SOLID LANE LINE (12", 90 MIL) Thermo 4700000000-E 1 T54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 90 MIL) Thermo 4700000000-E .25 T55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only) Thermo 4700000000-E .5 T60 WHITE LINE, RR X (16", 90 MIL) Thermo 4891000000-E 1 T61 WHITE STOPBAR (24", 90 MIL) Thermo 4891000000-E 1 T62 WHITE CROSSWALK LINE (24", 90 MIL) Thermo 4891000000-E 1 T70 LEFT TURN ARROW (90 MIL) Thermo 4725000000-E 1 T71 RIGHT TURN ARROW (90 MIL) Thermo 4725000000-E 1 T72 STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T73 COMBO. LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T74 COMBO. RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T75 COMBO. LEFT/RIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T76 COMBO. LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T77 U-TURN ARROW (90 MIL) Thermo 4725000000-E 1 T78 COMBO. LEFT/U-TURN ARROW (90 MIL) Thermo 4725000000-E 1 T79 MERGE ARROW (90 MIL) Thermo 4725000000-E 1 T80 WRONG-WAY RAMP ARROW (90 MIL) Thermo 4725000000-E 1 T81 ELONGATED STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 THERMOPLASTIC 11/20/2019 Page 1 of 10 T90 BICYCLE SYMBOL, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T91 BICYCLE STRAIGHT ARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T92 BICYCLE LEFT ARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T93 BICYCLE CHARACTER, HEATED-IN-PLACE (120 MIL) Thermo 4726100000-E 1 T94 SHARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T95 BICYCLE LOOP DETECTOR, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T100 ALPHANUMERIC CHAR. (90 MIL) Thermo 4720000000-E 1 T101 HANDICAP PARKING (90 MIL) Thermo 4725000000-E 1 T102 12" YIELD LINE TRIANGLE (90 MIL) Thermo 4725000000-E 1 T103 24" YIELD LINE TRIANGLE (90 MIL) Thermo 4725000000-E 1 T104 ROUTE SHIELD 6 FT x 15 FT Thermo 4895000000-N 1 T105 ROUTE SHIELD 8 FT x 20 FT Thermo 4895000000-N 1 T110 FISH-HOOK STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) Thermo 4725000000-E 1 T117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 11/20/2019 Page 2 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment H1 WHITE EDGELINE, HRM (4", 90 MIL) Thermo 4890000000-E 1 H2 WHITE SOLID LANE LINE, HRM (4", 90 MIL) Thermo 4890000000-E 1 H3 10 FT. WHITE SKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H4 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H5 2 FT. - 6 FT./SP WHITE MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H10 YELLOW EDGELINE, HRM (4", 90 MIL) Thermo 4890000000-E 1 H11 YELLOW SINGLE CENTER, HRM (4", 90 MIL) Thermo 4890000000-E 1 H12 10 FT. YELLOW SKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H13 YELLOW DOUBLE CENTER, HRM (4", 90 MIL) Thermo 4890000000-E 2 H14 2 FT. - 6 FT./SP YELLOW MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H20 WHITE EDGELINE, HRM (6", 90 MIL) Thermo 4890000000-E 1 H21 WHITE SOLID LANE LINE, HRM (6", 120 MIL) Thermo 4890000000-E 1 H22 10 FT. WHITE SKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H23 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H24 2 FT. - 6 FT./SP WHITE MINISKI, HRM (6", 90 MIL) Thermo 4890000000-E .25 H30 YELLOW EDGELINE, HRM (6", 90 MIL) Thermo 4890000000-E 1 H31 YELLOW SINGLE CENTER, HRM (6", 90 MIL) Thermo 4890000000-E 1 H32 10 FT. YELLOW SKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H33 YELLOW DOUBLE CENTER, HRM (6", 90 MIL) Thermo 4890000000-E 2 H34 2 FT. - 6 FT./SP YELLOW MINISKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H40 WHITE GORELINE, HRM (8", 90 MIL) Thermo 4890000000-E 1 H43 WHITE SOLID LANE LINE, HRM (8", 90 MIL) Thermo 4890000000-E 1 H44 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (8", 90 MIL) Thermo 4890000000-E .25 H45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only) Thermo 4890000000-E .5 H50 WHITE GORELINE, HRM (12", 90 MIL) Thermo 4890000000-E 1 H53 WHITE SOLID LANE LINE, HRM (12", 90 MIL) Thermo 4890000000-E 1 H54 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (12", 90 MIL) Thermo 4890000000-E .25 H55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only) Thermo 4890000000-E .5 THERMOPLASTIC – HIGHLY REFLECTIVE MEDIA 11/20/2019 Page 3 of 10 Symbol Description Material Transport Pay Item No. 20 mil Linear Length Adjustment V1 WHITE EDGELINE (4", 20 MIL) Polyurea 4847010000-E 1 V2 WHITE SOLID LANE LINE (4", 20 MIL) Polyurea 4847010000-E 1 V3 10 FT. WHITE SKIP (4", 20 MIL) Polyurea 4847010000-E .25 V4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25 V5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25 V10 YELLOW EDGELINE (4", 20 MIL) Polyurea 4847010000-E 1 V11 YELLOW SINGLE CENTER (4", 20 MIL) Polyurea 4847010000-E 1 V12 10 FT. YELLOW SKIP (4", 20 MIL) Polyurea 4847010000-E .25 V13 YELLOW DOUBLE CENTER (4", 20 MIL) Polyurea 4847010000-E 2 V14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25 V20 WHITE EDGELINE (6", 20 MIL) Polyurea 4847030000-E 1 V21 WHITE SOLID LANE LINE (6", 20 MIL) Polyurea 4847030000-E 1 V22 10 FT. WHITE SKIP (6", 20 MIL) Polyurea 4847030000-E .25 V23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25 V24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25 V30 YELLOW EDGELINE (6", 20 MIL) Polyurea 4847030000-E 1 V31 YELLOW SINGLE CENTER (6", 20 MIL) Polyurea 4847030000-E 1 V32 10 FT. YELLOW SKIP (6", 20 MIL) Polyurea 4847030000-E .25 V33 YELLOW DOUBLE CENTER (6", 20 MIL) Polyurea 4847030000-E 2 V34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25 V40 WHITE GORELINE (8", 20 MIL)Polyurea 4847050000-E 1 V43 WHITE SOLID LANE LINE (8", 20 MIL) Polyurea 4847050000-E 1 V44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 20 MIL) Polyurea 4847050000-E .25 V45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 20 MIL) (Roundabouts only) Polyurea 4847050000-E .5 V50 WHITE GORELINE (12", 20 MIL) Polyurea 4847070000-E 1 V53 WHITE SOLID LANE LINE (12", 20 MIL) Polyurea 4847070000-E 1 V54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 20 MIL) Polyurea 4847070000-E .25 V55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 20 MIL) (Roundabouts only) Polyurea 4847070000-E .5 POLYUREA, 20 MIL 11/20/2019 Page 4 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment W1 WHITE EDGELINE (4", 30 MIL) Polyurea 4847020000-E 1 W2 WHITE SOLID LANE LINE (4", 30 MIL) Polyurea 4847020000-E 1 W3 10 FT. WHITE SKIP (4", 30 MIL) Polyurea 4847020000-E .25 W4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25 W5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25 W10 YELLOW EDGELINE (4", 30 MIL) Polyurea 4847020000-E 1 W11 YELLOW SINGLE CENTER (4", 30 MIL) Polyurea 4847020000-E 1 W12 10 FT. YELLOW SKIP (4", 30 MIL) Polyurea 4847020000-E .25 W13 YELLOW DOUBLE CENTER (4", 30 MIL) Polyurea 4847020000-E 2 W14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25 W20 WHITE EDGELINE (6", 30 MIL) Polyurea 4847040000-E 1 W21 WHITE SOLID LANE LINE (6", 30 MIL) Polyurea 4847040000-E 1 W22 10 FT. WHITE SKIP (6", 30 MIL) Polyurea 4847040000-E .25 W23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25 W24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25 W30 YELLOW EDGELINE (6", 30 MIL) Polyurea 4847040000-E 1 W31 YELLOW SINGLE CENTER (6", 30 MIL) Polyurea 4847040000-E 1 W32 10 FT. YELLOW SKIP (6", 30 MIL) Polyurea 4847040000-E .25 W33 YELLOW DOUBLE CENTER (6", 30 MIL) Polyurea 4847040000-E 2 W34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25 W40 WHITE GORELINE (8", 30 MIL) Polyurea 4847060000-E 1 W43 WHITE SOLID LANE LINE (8", 30 MIL) Polyurea 4847060000-E 1 W44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 30 MIL) Polyurea 4847060000-E .25 V45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 30 MIL) (Roundabouts only) Polyurea 4847060000-E .5 W50 WHITE GORELINE (12", 30 MIL) Polyurea 4847080000-E 1 W53 WHITE SOLID LANE LINE (12", 30 MIL) Polyurea 4847080000-E 1 W54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 30 MIL) Polyurea 4847080000-E .25 W55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 30 MIL) (Roundabouts only) Polyurea 4847080000-E .5 POLYUREA, 30 MIL 11/20/2019 Page 5 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment P1 WHITE EDGELINE (4") Paint 4810000000-E 1 P2 WHITE SOLID LANE LINE (4") Paint 4810000000-E 1 P3 10 FT. WHITE SKIP (4") Paint 4810000000-E .25 P4 3 FT. - 9 FT./SP WHITE MINISKIP (4") Paint 4810000000-E .25 P5 2 FT. - 6 FT./SP WHITE MINISKIP (4") Paint 4810000000-E .25 P10 YELLOW EDGELINE (4") Paint 4810000000-E 1 P11 YELLOW SINGLE CENTER (4") Paint 4810000000-E 1 P12 10 FT. YELLOW SKIP (4") Paint 4810000000-E .25 P13 YELLOW DOUBLE CENTER (4") Paint 4810000000-E 2 P14 2 FT. - 6 FT./SP YELLOW MINISKIP (4") Paint 4810000000-E .25 P20 WHITE EDGELINE (6") Paint 4815000000-E 1 P21 WHITE SOLID LANE LINE (6") Paint 4815000000-E 1 P22 10 FT. WHITE SKIP (6") Paint 4815000000-E .25 P23 3 FT. - 9 FT./SP WHITE MINISKIP (6") Paint 4815000000-E .25 P24 2 FT. - 6 FT./SP WHITE MINISKIP (6") Paint 4815000000-E .25 P30 YELLOW EDGELINE (6") Paint 4815000000-E 1 P31 YELLOW SINGLE CENTER (6") Paint 4815000000-E 1 P32 10 FT. YELLOW SKIP (6") Paint 4815000000-E .25 P33 YELLOW DOUBLE CENTER (6") Paint 4815000000-E 2 P34 2 FT. - 6 FT./SP YELLOW MINISKIP (6") Paint 4815000000-E .25 P40 WHITE GORELINE (8") Paint 4820000000-E 1 P41 WHITE DIAGONAL (8") Paint 4820000000-E 1 P42 YELLOW DIAGONAL (8") Paint 4820000000-E 1 P43 WHITE SOLID LANE LINE (8") Paint 4820000000-E 1 P44 3 FT. - 9 FT./SP WHITE MINISKIP (8") Paint 4820000000-E .25 P45 3 FT. - 3 FT./SP WHITE MINISKIP (8") (Roundabouts only) Paint 4820000000-E .5 P46 WHITE CROSSWALK LINE (8") Paint 4820000000-E 1 P50 WHITE GORELINE (12") Paint 4825000000-E 1 P51 WHITE DIAGONAL (12") Paint 4825000000-E 1 P52 YELLOW DIAGONAL (12") Paint 4825000000-E 1 P53 WHITE SOLID LANE LINE (12") Paint 4825000000-E 1 P54 3 FT. - 9 FT./SP WHITE MINISKIP (12") Paint 4825000000-E .25 P55 3 FT. - 3 FT./SP WHITE MINISKIP (12") (Roundabouts only) Paint 4825000000-E .5 P60 WHITE LINE, RR X (16") Paint 4830000000-E 1 P61 WHITE STOPBAR (24") Paint 4835000000-E 1 P62 WHITE CROSSWALK LINE (24") Paint 4835000000-E 1 P70 LEFT TURN ARROW Paint 4845000000-E 1 P71 RIGHT TURN ARROW Paint 4845000000-E 1 P72 STRAIGHT ARROW Paint 4845000000-E 1 P73 COMBO. LEFT/STRAIGHT ARROW Paint 4845000000-E 1 P74 COMBO. RIGHT/STRAIGHT ARROW Paint 4845000000-E 1 P75 COMBO. LEFT/RIGHT ARROW Paint 4845000000-E 1 P76 COMBO. LEFT/RIGHT/STRAIGHT ARROW Paint 4845000000-E 1 P77 U-TURN ARROW Paint 4845000000-E 1 P78 COMBO. LEFT/U-TURN ARROW Paint 4845000000-E 1 P79 MERGE ARROW Paint 4845000000-E 1 P80 WRONG-WAY RAMP ARROW Paint 4845000000-E 1 P81 ELONGATED STRAIGHT ARROW Paint 4845000000-E 1 P90 BICYCLE SYMBOL Paint 4845000000-E 1 P91 BICYCLE STRAIGHT ARROW Paint 4845000000-E 1 P92 BICYCLE LEFT ARROW Paint 4845000000-E 1 P93 BICYCLE CHARACTER Paint 4840000000-E 1 P94 SHARROW Paint 4845000000-E 1 P95 BICYCLE LOOP DETECTOR Paint 4845000000-E 1 PAINT 11/20/2019 Page 6 of 10 P100 ALPHANUMERIC CHARACTER Paint 4840000000-E 1 P101 HANDICAP PARKING Paint 4845000000-E 1 P102 12" YIELD LINE TRIANGLE Paint 4845000000-E 1 P103 24" YIELD LINE TRIANGLE Paint 4845000000-E 1 P110 FISH-HOOK STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) Paint 4845000000-E 1 P114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) Paint 4845000000-E 1 P117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 11/20/2019 Page 7 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment C1 WHITE EDGELINE (4") CAP 4770000000-E 1 C2 WHITE SOLID LANE LINE (4") CAP 4770000000-E 1 C3 10 FT. WHITE SKIP (4") CAP 4770000000-E .25 C4 3 FT. - 9 FT./SP WHITE MINISKIP (4") CAP 4770000000-E .25 C5 2 FT. - 6 FT./SP WHITE MINISKIP (4") CAP 4770000000-E .25 C10 YELLOW EDGELINE (4") CAP 4770000000-E 1 C11 YELLOW SINGLE CENTER (4") CAP 4770000000-E 1 C12 10 FT. YELLOW SKIP (4") CAP 4770000000-E .25 C13 YELLOW DOUBLE CENTER (4") CAP 4770000000-E 2 C14 2 FT. - 6 FT./SP YELLOW MINISKIP (4") CAP 4770000000-E .25 C20 WHITE EDGELINE (6") CAP 4775000000-E 1 C21 WHITE SOLID LANE LINE (6") CAP 4775000000-E 1 C22 10 FT. WHITE SKIP (6") CAP 4775000000-E .25 C23 3 FT. - 9 FT./SP WHITE MINISKIP (6") CAP 4775000000-E .25 C24 2 FT. - 6 FT./SP WHITE MINISKIP (6") CAP 4775000000-E .25 C30 YELLOW EDGELINE (6") CAP 4775000000-E 1 C31 YELLOW SINGLE CENTER (6") CAP 4775000000-E 1 C32 10 FT. YELLOW SKIP (6") CAP 4775000000-E .25 C33 YELLOW DOUBLE CENTER (6") CAP 4775000000-E 2 C34 2 FT. - 6 FT./SP YELLOW MINISKIP (6") CAP 4775000000-E .25 C40 WHITE GORELINE (8") CAP 4780000000-E 1 C41 WHITE DIAGONAL (8") CAP 4780000000-E 1 C42 YELLOW DIAGONAL (8") CAP 4780000000-E 1 C43 WHITE SOLID LANE LINE (8") CAP 4780000000-E 1 C44 3 FT. - 9 FT./SP WHITE MINISKIP (8") CAP 4780000000-E .25 C45 3 FT. - 3 FT./SP WHITE MINISKIP (8") (Roundabouts only) CAP 4780000000-E .5 C46 WHITE CROSSWALK LINE (8") CAP 4780000000-E 1 C50 WHITE GORELINE (12") CAP 4785000000-E 1 C51 WHITE DIAGONAL (12") CAP 4785000000-E 1 C52 YELLOW DIAGONAL (12") CAP 4785000000-E 1 C53 WHITE SOLID LANE LINE (12") CAP 4785000000-E 1 C54 3 FT. - 9 FT./SP WHITE MINISKIP (12") CAP 4785000000-E .25 C55 3 FT. - 3 FT./SP WHITE MINISKIP (12") (Roundabouts only) CAP 4785000000-E .5 C60 WHITE LINE, RR X (16") CAP 4790000000-E 1 C61 WHITE STOPBAR (24") CAP 4795000000-E 1 C62 WHITE CROSSWALK LINE (24") CAP 4795000000-E 1 C70 LEFT TURN ARROW CAP 4805000000-E 1 C71 RIGHT TURN ARROW CAP 4805000000-E 1 C72 STRAIGHT ARROW CAP 4805000000-E 1 C73 COMBO. LEFT/STRAIGHT ARROW CAP 4805000000-E 1 C74 COMBO. RIGHT/STRAIGHT ARROW CAP 4805000000-E 1 C75 COMBO. LEFT/RIGHT ARROW CAP 4805000000-E 1 C76 COMBO. LEFT/RIGHT/STRAIGHT ARROW CAP 4805000000-E 1 C77 U-TURN ARROW CAP 4805000000-E 1 C78 COMBO. LEFT/U-TURN ARROW CAP 4805000000-E 1 C79 MERGE ARROW CAP 4805000000-E 1 C80 WRONG-WAY RAMP ARROW CAP 4805000000-E 1 C81 ELONGATED STRAIGHT ARROW CAP 4805000000-E 1 C90 BICYCLE SYMBOL CAP 4805000000-E 1 C91 BICYCLE STRAIGHT ARROW CAP 4805000000-E 1 C92 BICYCLE LEFT ARROW CAP 4805000000-E 1 C93 BICYCLE CHARACTER CAP 4800000000-E 1 C94 SHARROW CAP 4805000000-E 1 C95 BICYCLE LOOP DETECTOR CAP 4805000000-E 1 COLD APPLIED PLASTIC 11/20/2019 Page 8 of 10 C100 ALPHANUMERIC CHARACTER CAP 4800000000-E 1 C101 HANDICAP PARKING CAP 4805000000-E 1 C102 12" YIELD LINE TRIANGLE CAP 4805000000-E 1 C103 24" YIELD LINE TRIANGLE CAP 4805000000-E 1 C110 FISH-HOOK STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) CAP 4805000000-E 1 C114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) CAP 4805000000-E 1 C117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 11/20/2019 Page 9 of 10 PAVEMENT MARKERS Symbol Description Color Transport Pay Item No. MA PERMANENT RAISED MARKER Yellow & Yellow 4900000000-N MB PERMANENT RAISED MARKER Crystal & Red 4900000000-N MC PERMANENT RAISED MARKER Yellow & Red 4900000000-N MD PERMANENT RAISED MARKER Yellow 4900000000-N ME SNOWPLOWABLE MARKER Yellow & Yellow 4905000000-N MF SNOWPLOWABLE MARKER Crystal & Red 4905000000-N MG SNOWPLOWABLE MARKER Yellow & Red 4905000000-N ML PERMANENT RAISED MARKER Crystal & Crystal 4900000000-N MO SNOWPLOWABLE MARKER Crystal & Crystal 4905000000-N 11/20/2019 Page 10 of 10 MEMORANDUM To: New Hanover County Technical Review Committee Date: 6/11/2024 Subject: Blue Bay Townhomes Comments: • The project is subject to Castle Hayne Residential TIA Approval with Conditions, dated April 12, 2023. The project will be required to build the TIA improvements in the Approval. • Please include sheet(s) showing required TIA improvements within the plan set. • Driveway will be subject to NCDOT review. • Private Streets are required to be constructed to NCDOT standards. • Proposed 90-degree parking is too close to intersections and horizontal curves. Please revise to minimize/remove backing maneuvers into intersections and along horizontal curves. • Please show the dimensions of parking spaces at residential townhomes. Parking shall not block the public sidewalks. • Please show ADA accessible route(s) dedicated parking and to amenity areas. • Provide regulatory signs per MUTCD and NCDOT requirements. Include sign schedule in plan set. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: The project is within scope of Castle Hayne Residential TIA and subject to approval with conditions letter (attached). April 12, 2023 Mr. Jonathan Guy, PE, PTOE, AICP Kimley Horn Associates 115 Fairchild Street, Suite 250 Charleston, SC 29492 RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed Castle Hayne Residential development located in New Hanover County, NC. Dear Mr. Guy: The WMPO, NCDOT and New Hanover County staffs have reviewed the Blue Clay Residential TIA (sealed February 16, 2023) and based on the information provided and conversations held to date, it is our understanding that the proposed development has a build out year of 2026 and will consist of: o ITE Land Use Code 210 – Single Family detached housing 57 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 231 DU o ITE Land Use Code 221 – Multi-family (mid-rise) housing 240 DU Based upon the review of the analysis provided, the following improvements are required of this development: I-40 Eastbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) • Signalize the intersection. I-40 Westbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) Option 1 (Recommended) Signalize the intersection and provide necessary coordination. Option 2 Construct an exclusive northbound right turn lane on I-40 westbound ramps, with 400 feet of storage, appropriate deceleration, and taper. Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis Page 2 of 3 SR 1002 (Holly Shelter Road) and SR 2181 (Blue Clay Road) (Stop-controlled intersection) • Construct an eastbound right turn lane on SR 1002 (Holly Shelter Road) with 100 feet of storage, appropriate deceleration and taper. • Construct an exclusive northbound right turn lane on SR 2181 (Blue Clay Road) with 100 feet of storage, appropriate deceleration and taper. SR 2181 (Dairy Farm Road) and SR 1336 (Sidbury Road) (Stop-controlled intersection) • No improvements are required. SR 1002 (Holly Shelter Road) and Site Access 1 (Proposed stop-controlled intersection) • Construct an eastbound right turn taper of 200 feet on SR 1002 (Holly Shelter Road). • Construct site access (northbound approach) with an internal protected stem of 50 feet, measured from the right-of-way and with one ingress lane and one egress lane. • Provide stop controls for northbound approach. SR 2181 (Blue Clay Road) and Concrete Plant Driveway/Site Access 2 (Stop-controlled intersection) • Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane. • Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Kerry Drive/Site Access 3 (Stop-controlled intersection) • Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane. • Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Site Access 4 (Proposed stop-controlled intersection) • Construct site access (eastbound approach) with an internal protected stem of 75 feet measured from the right-of-way, and with one ingress lane and one egress lane. • Provide stop controls for eastbound approach. If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT, WMPO, and New Hanover County, in which instance this approval would become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable NCDOT and New Hanover County technical standards and policies shall apply. Laydown Yard – 4720 N College Rd – TRC Review Page | 1 To: Mark Hargrove, Port City Consulting Engineering – mhargrove@ec.rr.com From: Zach Dickerson – Senior Planner Date: June 19th TRC Review PID#: R01800-002-002-000 Egov# SITECN-24-000023 Subject: 4720 N College Road – Construction Office and Laydown Yard - TRC Review The following comments have been received for the June 19th, 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, Zachary Dickerson 910-798-7450 1. General Comments a. Zoning is I-2 i. There are no new proposed structures on the site, so no setbacks are necessary beyond those shown on the cover sheet. b. Proposed use: i. Expansion of current laydown yard. ii. The application listed “office and laydown yard” as uses, though on the new site plan I only noted the expansion of the laydown yard use. Please confirm. 2. UDO Section 5.1, Parking and Loading a. Please confirm that no new parking will be added for the expansion. 3. UDO Section 5.3, Tree Retention a. Please submit for a Tree Removal Permit for the rear part of the site where the new laydown yard is proposed. b. Tree Removal Permit link: https://www.nhcgov.com/DocumentCenter/View/1239/Tree- Removal-Permit-PDF c. Please refer to Section 5.3 of the UDO for Tree Removal and Retention Standards. Laydown Yard – 4720 N College Rd – TRC Review Page | 2 4. UDO Section 5.4, Landscaping and Buffering a. The existing treeline can be used as a transitional buffer to the adjacent R-15 and R-10 parcels provided it meets the transitional buffer standards. b. No new street yard is required. c. If no new parking is provided, no further landscaping is required. d. Please note that 15 trees are required to be planted or retained per acre disturbed. i. The application states the total acreage of the parent parcel and doesn’t note acres disturbed, which would allow us to calculate how many trees are needed to meet this requirement. My hunch is that retention of the existing treeline for a transitional buffer will satisfy a large chunk of this. 5. UDO Section 5.5, Lighting a. Is any new lighting proposed for the site? 6. UDO Section 5.6, Signs a. If there are any new signs proposed for this development, please apply for sign permits prior to installation. 7. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Overlay map, there is existing swamp forest conservation resource on this parcel. However, wetlands are noted on the site plan and are not being disturbed. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire final required. 2. Gate permits required. 3. Any fuel tanks shall be permitted through this office. NHC Engineering, Galen Jamison 910-798-7072 1. A revision to land disturbing (GP#42-19/ LNDP 19-00158) and a revision to stormwater permit (STMW-19-0054 ) issued by the County are required for this project. Please submit the permit revision applications 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/251/Stormwater and https://www.nhcgov.com/249/Sediment- Erosion-Control. 2. It appears additional grading is needed to at the existing 4.5:1 slope at the western edge of the laydown yard. 3. Please contact the State for their stormwater permitting requirements. It is anticipated a major modification to the high density permit (SW8191105) will be necessary. Laydown Yard – 4720 N College Rd – TRC Review Page | 3 NHC Environmental Health, Dustin Fenske 910-798-6732 1. Well head must be protected during all improvements and maintain 50’ from any stormwater ponds. 2. Septic system was permitted for no more than 15 employees. Adhere to employee number and maintain septic system area so as not to compact the soil area for the initial system and repair area. NHC Addressing, Katherine May 910-798-7443 1. Current address is acceptable, no changes necessary. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. No CFPUA water or gravity sewer available. NCDOT, Nick Drees 910-343-3915 1. No comments. WMPO, Scott James 910-473-5130 1. See attachment. Army Corps of Engineers, Brad Shaver 910-251-4611 1. Our office completed a jurisdictions determination on this tract in 2016 and the current disturbance visible on google earth looks like there may already be impacts. I would get the old delineation at minimum displayed on any plans submitted by the applicant to make sure no further impacts are completed without necessary permitting. 2. Our file number for this was SAW-2016-01681 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 MEMORANDUM To: New Hanover County Technical Review Committee Date: 6/11/24 Subject: 4720 North College Road, HCS Office Phase II Comments: • Site access subject to NCDOT review. NCDOT Projects: N/A TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: The project will not require a TIA. Land Use (ITE Code) Intensity 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Specialty Contractor, (181) 14,858 SF 146 52 29