The URL can be used to link to this page

Home My WebLink AboutSheetz 803 S Seabreeze Rd TRC Comments Sheetz – 803 S Seabreeze Rd – TRC Review Page | 1 To: SOCOL, LLC Patrick Barbeau, Timmons Group From: Zach Dickerson, Senior Planner Date: May 7, 2025 TRC PID#: R08514-003-006-000 Egov# SITECN-24-000072 Subject: 803 S Seabreeze Rd – Project Name - TRC Review The following comments have been received for the May 7, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised site plan addressing each of the below items must be resubmitted prior to receiving site plan approval. Planning, Zach Dickerson 910-798-7450 1. General Comments a. Zoning is (CZD) Community Business, Rezoning case Z23-23. b. Though the rezoning was for the larger development, we do ask that any projects that are part of a rezoning have the conditions listed on the site plan. Please list out the following conditions on the site plan. These can be in an appendix or in a table on the plan: i. Specified excluded uses will include electronic gaming, outdoor recreation, commercial parking lot, car wash, vehicle rentals, minor vehicle service station, artisan manufacturing, commercial recycling facility, animal shelter, kennel, hotel / motel, event center, indoor recreation, funeral services, micro-brewery, and micro-distillery. ii. Exterior lighting, including luminaries, including security lighting, for nonresidential, multi-family, and mixed-use developments adjacent to single family residential subdivisions shall be full cut-off fixtures that are directed downward in compliance with Figure 5.5.4.C Full Cut-off Fixtures of the Unified Development Ordinance. In no case shall lighting be directed at or above a horizontal plane through the lighting fixture. Sheetz – 803 S Seabreeze Rd – TRC Review Page | 2 iii. A connection to a public or private water and sewer utility provider is required. Private wells and septic systems are not permitted. iv. If a convenience store with fuel stations is developed on this site, it must be developed adjacent to Carolina Beach Road. Other uses in the Conditional District not specifically excluded in Condition #1 may be permitted adjacent to Carolina Beach Road or to the rear of the project. v. Buildings on the east side of the internal drive shown on the concept plan shall be limited to 2 stories or 35 feet. vi. Sidewalks will be extended along the entire frontage of North and South Seabreeze Road. vii. An additional 5 feet of vegetative buffer width will be added to the applicant selected Type A opaque buffer option along the southeastern property line. c. For condition iii above, please provide a letter of commitment from AQUA if available. 2. UDO Section 5.1, Parking and Loading a. Convenience Stores require 2.5 parking spaces / 1,000 square feet b. 6.139 square feet * 2.5 = 15 parking spaces required c. Site plan shows 38 parking spaces provided on site d. Please note that because more than 25 parking spaces are provided, this site will require 20% of the required parking (15 * 20% = 3 parking spaces) to be EV-capable spaces. Please refer to UDO Section 5.1.2.D for EV Parking details 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. b. Are there any planned pedestrian connections/crosswalks within this development? If so, please note them on the site plan. Staff understands that this is just one part of a larger development, so that question may not be answerable at this point. 4. UDO Section 5.3, Tree Retention a. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. b. Staff is working with the landowner on tree removal and mitigation. Sheetz – 803 S Seabreeze Rd – TRC Review Page | 3 5. UDO Section 5.4, Landscaping and Buffering a. 5.4.2.B requires 15 trees to be planted or retained per acre disturbed. 2.3 acres disturbed * 15 = 35 trees. i. I noticed that the landscape plan notes that there are 15 trees planted by LL- how recent was this? And what species of tree are they? ii. Other tree plantings look good, thanks! b. Transitional Buffer: i. Transitional buffer not required because the Sheetz will abut either roads or other commercial development within the (CZD) CB site. c. Dumpster screening looks fine. d. Parking Lot Landscaping: i. Parking lot perimeter landscaping calculations and plantings look good. ii. Parking lot interior landscaping looks good. e. Street Yard: i. Street yard in the CB district requires 18 square feet for every linear foot of street yard frontage. ii. This site abuts both Carolina Beach Road and S Seabreeze Road. Where sites have two road frontages, the secondary road frontage (in this case S Seabreeze Road), can be 50% of the street yard area. f. Foundation Plantings: i. Foundation plantings look good. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval, but will be required prior to issuance of construction plan approvals. b. Please note the rezoning condition about lighting above. c. Is there any lighting proposed for the Sheetz? 7. UDO Section 5.6, Signs a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the UDO for standards. b. Please note UDO Section 5.6.2.J.4.a.4, Signs on Carolina Beach Road: Freestanding signs along Carolina Beach Road shall comply with the provisions of this section (5.6.2.J) 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. The New Hanover County Conservation Resource map shows that there is some Pocosin Conservation Resource on the larger rezoned parcel, but not on the specific portion of the site where the Sheetz is being built. Sheetz – 803 S Seabreeze Rd – TRC Review Page | 4 b. However, there are no Class IV soils on the site, so the Pocosin Conservation Resource standards do not apply to this or the larger site. 9. UDO Article 9, Flood Damage Prevention a. The portion of this property where the Sheetz is proposed is in the 500-year floodplain. Floodplain standards do not apply unless the property is in an AE (100-year floodplain) or higher risk zone. NHC Fire Services, David Stone 910-798-7458 1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Building Safety. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. 2. Any plan involving an underground storage tank (UST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements. This plan shall also show all vent lines. 3. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. 4. Fire apparatus access roads are required at time of construction. They are to be capable of handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may increase this width as necessary based on potential for fire apparatus response. Dead end roads greater than 150 feet in length shall require an approved means for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local apparatus). 5. Premises identification is required. Address and or unit numbers are required on the street side as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6 inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. 6. Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire detection/protection equipment must be identified with signage (Chapter 5). 7. Fire Hydrants a. All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Further information on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. b. All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be Sheetz – 803 S Seabreeze Rd – TRC Review Page | 5 protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. NHC Soil & Water Conservation, Dru Harrison 910-798-7138 1. See attachment NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing permit issued by the County is required for this project since the anticipated limits of disturbance is greater than 1 acre. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. A County stormwater permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync-energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. 3. Please contact the State for their stormwater permit requirements. A minor modification to Seabreeze Village State stormwater permit is anticipated. 4. An approved partial designer’s completion certification for Seabreeze Village will be required prior to initiating construction for this project. Note, the village has yet to receive a County stormwater permit. 5. The O&M responsibilities demarc from the Village SCM and storm sewer system to the Sheetz system will need to be identified prior to obtaining a permit. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public sewer. Septic tank on site, from old structure, must be pumped, crushed and filled. Infrastructure does not violate setbacks to surrounding septic systems. 2. Site plan reflects connection to public water. Permits from 1983 reflect connection to a private drinking water well. Must attempt to find old well head and properly abandon this well head (by a Certified Well Driller) if not already abandoned. Proposed infrastructure does not violate setbacks to surrounding wells. 3. Food Service within this facility must have plans reviewed by the NC Environmental Health Plan Review Unit. This must be approved prior to building permit approval. Sheetz – 803 S Seabreeze Rd – TRC Review Page | 6 NHC Sustainability Manager, Madelyn Wampler 910-798-7175 1. No comments NHC Addressing, McCabe Watson 910-798-7068 1. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. There is no CFPUA water or sewer available for this parcel. AQUA will provide services. NCDOT, Nick Drees 910-343-3915 1. See attachment. WMPO, Caitlin Cerza 910-473-5130 1. See attachment. Army Corps of Engineers, Brad Shaver 910-251-4611 1. Wetlands exist on the property but they have been found to be non-jurisdictional. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn NCDEMLR, Dan Sams DCM, Tanya Pietila United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for New Hanover County, North Carolina Natural Resources Conservation Service Map Unit Legend (803 S Seabreeze Rd) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Le Leon sand 1.9 51.8% Ly Lynn Haven fine sand 1.6 43.9% Wa Wakulla sand, 1 to 8 percent slopes 0.2 4.4% Totals for Area of Interest 3.7 100.0% Custom Soil Resource Report Soil Map (803 S Seabreeze Rd) 37 7 30 6 0 37 7 30 8 0 37 7 31 0 0 37 7 31 2 0 37 7 31 4 0 37 7 31 6 0 37 7 31 8 0 37 7 32 0 0 37 7 30 6 0 37 7 30 8 0 37 7 31 0 0 37 7 31 2 0 37 7 31 4 0 37 7 31 6 0 37 7 31 8 0 37 7 32 0 0 232 510 232 530 232 550 232 570 232 590 232 610 232 630 232 650 232 670 232 690 232 710 232 730 232 750 232510 232530 232550 232570 232590 232610 232630 232650 232670 232690 232710 232730 34° 3' 55'' N 77 ° 53 ' 5 3 ' ' W 34° 3' 55'' N 77 ° 53 ' 4 4 ' ' W 34° 3' 50'' N 77 ° 53 ' 5 3 ' ' W 34° 3' 50'' N 77 ° 53 ' 4 4 ' ' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300Feet015306090Meters Map Scale: 1:1,110 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. TO: New Hanover County Planning Department, New Hanover SWCD, April 21st, 2025 FROM: Dru Harrison, Director RE: I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Leon sand (Le), Lynn Haven fine sand (Ly), and Wakulla sand (Wa). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability, Wakulla sand is a Class I soils, and Leon and Lynn Haven are Class III soils. The Soil Survey of New Hanover County lists Wakulla as somewhat excessively drained, and Leon and Lynn Haven as poorly drained. Leon and Lynn Haven are on the New Hanover County Hydric Soils “A” list which means they are possibly wetland areas and subject to regulation under the Clean Water Act. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all of the soils on this site. The limitations are due to flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing. The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: April 16, 2025 Subject: Sheetz – 803 South Seabreeze 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 for Seabreeze Village pertaining to the required roadway improvements per the approved TIA and a driveway connection for North and South Seabreeze Road. • Driveway Permit # D033-065-25-00003. An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (included) for required documents and site plan information. • A revised/updated NCDOT Driveway Permit will be required due to the proposed development/expansion. 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 Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Required Roadway Improvements: The required roadway improvements per the approved Seabreeze Village TIA letter and will need to be installed prior to the opening of the proposed gas station. • Improvements are currently being reviewed under D033-065-25-00003. Site Plan Comments: Hydraulic calculations and associated plan sheets will need to be submitted for the site. • This will be reviewed by the NCDOT Hydraulics Unit. Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance (Includes the driveway and 421 intersection): • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” 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 • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. Label the internal protection stem length for the proposed driveway connection. • Measured from the right-of-way line. You can coordinate with the district office with any questions 910-398-9100. 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 a n d 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 5 - S e a b r e e z e \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 5 - C 0 . 0 - C O V R . d w g | P l o t t e d o n 3 / 1 8 / 2 0 2 5 4 : 3 3 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 AQUA STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 03/18/2025 NE W H A N O V E R C O U N T Y T R C S U B M I T T A L 03 / 1 8 / 2 0 2 5 03/18/2025 NA D 8 3 VICINITY MAP NTS CIVIL ENGINEER: TIMMONS GROUP5410 TRINITY ROADSUITE 102RALEIGH, NC 27607 PROJECT MANAGER:PATRICK BARBEAUPATRICK.BARBEAU@TIMMONS.COMPH: (919) 866-4512 WILMINGTON, NORTH CAROLINA 28412 NEW HANOVER COUNTY DEVELOPER: SOCOL, LLC5087 EDINBORO LANEWILMINGTON, NC 28409 SITE PLAN REVIEW OWNER: CONVENIENCE ARCHITECTUREAND DESIGN P.C.351 SHEETZ WAYCLAYSBURG, PA 16625PH: (814) 239-6013TCOLUMBU@SHEETZ.COM ARCHITECT: SITE PLAN SUMMARY PROJECT:SHEETZ - SEABREEZE ROAD OWNERS:SOCOL, LLC5087 EDINBORO LANEWILMINGTON,NC 28409 PROJECT ADDRESS:803 S SEABREEZE RD, WILMINGTON, NC 28409 PIN #:R08514-003-007-000; R08514-003-016-000; R08514-003-006-000;R08514-003-006-001; R08514-003-005-001; R08514-003-017-000;R08514-003-005-000; R08514-003-004-000 DEED:DB 6585 PG 0969; DB 6585 PG 0972; DB 6585 PG 0967; DB 6585 PG 0972;DB 6585 PG 0972; DB 6585 PG 0969; DB 6558 PG 2500; DB 6698 PG 1986 ZONING:COMMUNITY BUSINESS (CB) CZD EXISTING USE:VACANT PROPOSED USE:CONVENIENCE STORE WITH FUEL SALES AND RESTAURANT WITHSEATING DRIVE-THRU FLOOD ZONE:NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP#3720313100K (EFFECTIVE 08/28/2018) TOTAL EXISTINGTRACT AREA:2.27 AC PROPOSED TRACTAREA:2.27 AC DISTURBED AREA:2.3 AC EXISTING IMPERVIOUSSURFACE AREA:±0.04 AC PROPOSEDIMPERVIOUS SURFACEAREA:1.65 AC (72.7%) (INCLUDES 0.04 AC FUTURE IMPERVIOUS) TYPE OF BUILDINGCONSTRUCTION:V-B (NON-SPRINKLERED) TYPE OF CANOPYCONSTRUCTION:II-B VEHICLE PARKINGSUMMARY: REQUIRED RESTAURANT: 6 SPACES PER 1,000 SF OF GFARESTAURANT INTERIOR = 1,988 SF / 1,000 SF * 6 = 12 SPACESRESTAURANT EXTERIOR = 375 SF / 1,000 SF * 6 = 3 SPACESRETAIL: 2.5 SPACES PER 1,000 SF OF GFA4,151 SF / 1,000 SF * 2.5 = 10 SPACESTOTAL REQUIRED: 12 SPACES + 3 SPACES + 10 SPACES = 25 SPACES VEHICLE PARKINGSUMMARY: PROVIDED 44 SPACES ON-SITE, ADA: 2 REQ'D; 2 PROV'D W/ 1 VAN ACCESSIBLE1 LOADING SPACE SHEETZ - S SEABREEZE ROAD SITE N SEABR E E Z E R D PRI V A T E R O A D GENERAL NOTEALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITE CONDITIONS PRIOR TO BIDDING ORCONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTOR AND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVEVISITED THE SITE AND HAVE INCLUDED IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIRED DUETO EXISTING SITE CONDITIONS. BELOW ARE NOTES AFFECTING THE TRACT A SHEETZ OUTPARCEL OF SEABREEZE VILLAGE.x THIS OUTPARCEL (TRACT A) IS PART OF A LARGER DEVELOPMENT THAT WAS DESIGNED BY CSD ENGINEERINGxWATER, SEWER AND STORM CONNECTIONS HAVE BEEN PERMITTED AND STUBBED TO TRACT A AS PART OF THE ABOVESITE PLAN DOCUMENTS.x A MASTER STORMWATER CONTROL MEASURE HAS BEEN DESIGNED TO TREAT RUNOFF FROM TRACT A AS PART OF THEABOVE SITE PLAN DOCUMENTS BRIAN W. DOWNSENTITLEMENT MANAGER5700 SIXTH AVENUEALTOONA, PA 16602PH: (919) 264-8593BDOWNS@SHEETZ.COM C0.0 CO V E R S H E E T 332 332 P. BARBEAU 03/18/2025 SH E E T Z - S S E A B R E E Z E R D 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 64250.005 S SEABREE Z E R D CAR O L I N A B E A C H R D CAPESIDE DR OCRACOKE DR MUNICIPAL CONTACT LIST NEW HANOVER COUNTY ENGINEERING230 GOVERNMENT CENTER DRIVE, SUITE 160WILMINGTON, NC 28403PHONE: 910-798-7117TIM LOWE, PETLOWE@NHCGOV.COM NEW HANOVER ZONING NEW HANOVER COUNTY ZONING230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403PHONE: 910-798-7450ZACHARY DICKERSON ZDICKERSON@NHCGOV.COM WATER AND SEWERAQUA202 MACKENAN COURTCARY, NC 27511PHONE: 919-653-6967 C. "RUFFIN" POOLE BUILDING CODE OFFICIALNEW HANOVER COUNTY BUILDING INSPECTIONS230 GOVERNMENT CENTER DRIVE, SUITE 170WILMINGTON, NC 28403PHONE: 910-798-7308 ELECTRIC DUKE ENERGY5700 HOLLY SHELTER ROADCASTLE HAYNE, NC 28429PHONE: 910-386-3232AMY NEELEYAMY.NEELEY@DUKE-ENERGY.COM TELEPHONE/CABLESPECTRUM2321 SCIENTIFIC PARK DRIVEWILMINGTON, NC 28405PHONE: 980-508-0794ZACHARY WAHLZACHARY.WAHL@CHARTER.NET DEPARTMENT OF PLANNING NEW HANOVER COUNTY PLANNING230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403PHONE: 910-798-7450ZACHARY DICKERSON ZDICKERSON@NHCGOV.COM Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 EXISTING CONDITIONS & DEMOLITON PLAN C2.0 SITE PLAN C2.2 FOOD DELIVERY TRUCK PATH EXHIBIT C2.3 FUEL DELIVERY TRUCK PATH EXHIBIT C2.4 WASTE SERVICES ROUTING PLAN C2.5 FIRE APPARATUS ROUTING C3.0 GRADING & DRAINAGE PLAN C3.1 SPOT GRADING PLAN C4.0 EROSION CONTROL PLAN - PHASE I C4.1 EROSION CONTROL PLAN - PHASE II C4.2 NPDES STABILIZATION PLAN C4.3 NPDES SPECIFICATIONS C5.0 UTILITY 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 CONDITIONAL ZONING CASE Z23-23 - ADOPTED THE 5TH DAY OF FEBRUARY, 2024BELOW ARE THE CONDITIONS AFFECTING THE TRACT A SHEETZ PARCEL OF SEABREEZE VILLAGE.x SPECIFIED EXCLUDED USES WILL INCLUDE ELECTRONIC GAMING, OUTDOOR RECREATION, COMMERCIAL PARKING LOT,CAR WASH, VEHICLE RENTALS, MINOR VEHICLE SERVICE STATION, ARTISAN MANUFACTURING, COMMERCIAL RECYCLINGFACILITY, ANIMAL SHELTER, KENNEL, HOTEL / MOTEL, EVENT CENTER, INDOOR RECREATION, FUNERAL SERVICES,MICRO-BREWERY, AND MICRO-DISTILLERY.x EXTERIOR LIGHTING, INCLUDING LUMINARIES, INCLUDING SECURITY LIGHTING, FOR NONRESIDENTIAL, MULTI-FAMILY, ANDMIXED USE DEVELOPMENTS ADJACENT TO SINGLE FAMILY RESIDENTIAL SUBDIVISIONS SHALL BE FULL CUT-OFFFIXTURES THAT ARE DIRECTED DOWNWARD IN COMPLIANCE WITH FIGURE 5.5.4.C FULL CUT-OFF FIXTURES OF THEUNIFIED DEVELOPMENT ORDINANCE. IN NO CASE SHALL LIGHTING BE DIRECTED AT OR ABOVE A HORIZONTAL PLANTHROUGH THE LIGHTING FIXTURE.x IF A CONVENIENCE STORE WITH FUEL STATIONS IS DEVELOPED ON THIS SITE, IT MUST BE DEVELOPED ADJACENT TOCAROLINA BEACH ROAD. OTHER USES IN THE CONDITIONAL DISTRICT NOT SPECIFICALLY EXCLUDED IN CONDITION#1 MAYBE PERMITTED ADJACENT TO CAROLINA BEACH RO0AD OR TO THE REAR OF THE PROJECTS.x AN ADDITIONAL 5 FEET OF VEGETATIVE BUFFER WIDTH WILL BE ADDED TO THE APPLICANT SELECTED TYPE A OPAQUEBUFFER OPTION ALONG THE SOUTHEASTERN PROPERTY LINE. ZS01NEW SH E E T Z S T O R E 6,139 SQ. F T . FFE = 16. 5 0 ' CA R O L I N A B E A C H R D - U . S . H W Y 4 2 1 (V A R I A B L E W I D T H P U B L I C R / W ) PR I V A T E D R STO P S SEAB R E E Z E R D - S R 1 5 3 0 (60' PUB L I C R / W ) VAN ZS02 ZS03ZS46 ZS04 ZS06 ZS13 R15' R15' R15' R3' (TYP.) R5' R12' R20' R5' R15' R15'R1' R1' R15' R15'62' 45' 20' 10.75'8.25' R24' R38'14' 12' 12' 10'8' 10' 5.45' 5' 10' 20' 10' 20' 10' 20' R15' R15' 30' 12' 8.25' 14' 5.5' 5' 10.91' 10.93' 21.01' 32' 32' 10' 20' 28' 23.5'82' 32' 30'5' ZS13 ZS18 ZS19 ZS21 ZS25 ZS26 ZS29 ZS33 149.58'32' 57' 72.18' ZS34 ZS34 ZS37 ZS37 ZS46 ZS46 ZS48 ZS48 ZS48ZS46 ZS05ZS46 ZS51ZS52 ZS51ZS52 ZS51ZS52 ZS51ZS52 ZS51ZS52 ZS51ZS52 ZS51ZS52 ZS55ZS54 ZS56 ZS57 ZS56 ZS57 ZS59 ZS60 ZS60 ZS60 ZS60 ZS60 ZS62 ZS62 ZS67 ZS69 ZS68 ZS71 ZS70 ZS51ZS52 S01 S01 S02 S02 S03 S03 S03 S05 S05 S06 S06 ZS62 ZS62 ZS62 ZS62 S04 S07 65' ZS72 ZS72ZS72 ZS72 ZS63 ZS63 ZS63 R29' R28' R28' R28' 20' BUILDING SETBACK 14' STREETYARD BUFFER 8' PARKING SETBACK S09 S09 S09 8' PARKING SETBACK 10' BUILDING SETBACK 20' BUILDING SETBACK S10 18' STREETYARD BUFFER S09 8' PARKING SETBACK S09 S11 2.5' ZS20ZS24ZS22 28' S12 S13 R1' R1' R3' R3' R3' S14 S14 S14 S15 S15 S15 S15 ZS30 ZS30 ZS30 ZS30 R1' S08 S08 ZS41 ZS41 NA D 8 3 0 SCALE 1"=20' 40'20' 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 a n d 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 5 - S e a b r e e z e \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 5 - C 2 . 0 - S I T E . d w g | P l o t t e d o n 3 / 1 8 / 2 0 2 5 4 : 3 3 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 AQUA STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 03/18/2025 NE W H A N O V E R C O U N T Y T R C S U B M I T T A L 03 / 1 8 / 2 0 2 5 03/18/2025 SHEETZ SITE PLAN 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 UNDERGROUNDSTORAGE TANK 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 TANKSYSTEM PLANS BY OTHERS. ZS13 MONUMENT SIGN. VERIFY EXACT LOCATION ANDLOCATION BEFORE ROUGH-IN. PERMITTED BY OTHERS. ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OFARCHITECTURAL PLANS. ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TOARCHITECTURAL PLANS. ZS20 PROPANE LOCKERS, BOLLARDS, AND CONCRETE PAD;REFER TO SHEETZ DETAIL 18 OR 19 AND ARCHITECTURALPLANS.ZS21 ICE MERCHANDISER (TYP.). ZS22 AUTOMOTIVE RETAIL SALES DISPLAY. ZS24 PUSHPLATE BOLLARD; REFER TO A100 OFARCHITECTURAL PLANS. ZS25 FENCE @ SEATING AREA (TYP.); REFER TO A100 OFARCHITECTURAL PLANS. ZS26 OUTDOOR SEATING AREA AND TABLES; REFER TO REFERTO ARCHITECTURAL PLANS. OUTDOOR SEATING MUSTNOT PROHIBIT ADA ACCESS. ZS29 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;REFER TO ARCHITECTURAL PLANS. ZS30 24" CURB & GUTTER (TYP); REFER TO SHEETZ DETAIL 15. ZS33 STOREFRONT BUMPER POST, REFER TO SHEETZ DETAIL 01(TYP.). PLACE ACCORDING TO SHEETZ DETAIL 07 AND/OR08. ZS34 6" OR 8" BOLLARD(S); REFER TO SHEETZ DETAIL 17 ZS37 AIR MACHINE PAD AND BUMPER POSTS; REFER TO SHEETZDETAIL 05. ZS41 EMERGENCY SHUT-OFF SWITCH; LOCATION TO BEVERIFIED BY ARCHITECT; REFER TO ELECTRICAL,UNDERGROUND STORAGE TANK SYSTEM PLANS, ANDSHEETZ DETAIL 29. ZS42 ELECTRIC TRANSFORMER PAD; GC TO COORDINATELOCATION WITH LOCAL PROVIDER. LOCAL PROVIDER CANSUPERSEDE THE PROPOSED TRANSFORMER PADLOCATION.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 SHEETZDETAIL 28. ZS54 ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA ANDLOCAL CODES) R7-8A (MUTCD). ZS55 VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA ANDLOCAL REQUIREMENTS) R7-8A (MUTCD). ZS56 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA ANDLOCAL CODES. ZS57 ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING.PER ADA AND LOCAL CODES. ZS59 PAINTED 4" WIDE PARKING STRIPES (TYP.). ZS60 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCALCODES. ZS62 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR. ZS63 "DO NOT ENTER" SIGN ZS67 DRIVE-THRU CANTILEVERED CLEARANCE BAR; REFER TOBAR DETAILS ON DT-1 AND DT-2. ZS68 DRIVE-THRU ORDER POINT; REFER TO ORDER POINTDETAILS ON DT-2. ZS69 DRIVE-THRU MENU BOARD; REFER TO MENU BOARDDETAIL ON DT-2. ZS70 DRIVE-THRU CURB AND PAD; REFER TO SHEETZ DETAIL 10. ZS71 DRIVE-THRU "PICK UP" PARKING SPACE; REFER TOPAINTING DETAIL ON DT-1.ZS72 FOUNDATION PLANTINGS S01 RIGHT-OF-WAY (TYP.) S02 PROPERTY BOUNDARY (TYP.) S03 EXISTING ROAD CENTERLINE S04 EXISTING SIGNALIZED INTERSECTION. S05 PROPOSED FULL ACCESS DRIVEWAY S06 PROPOSED CROSS ACCESS DRIVEWAY S07 10' X 70' SIGHT DISTANCE TRIANGLE (TYP.) S08 PROPOSED 5' SIDEWALK S09 EXISTING 10' PUBLIC UTILITY EASEMENT S10 EXISTING 20' PEDESTRIAN ACCESS EASEMENT & SETBACK S11 EXISTING 8' X 8' CONCRETE TRANSFORMER PAD S12 36" CONCRETE FLUME S13 48" CONCRETE FLUME S14 TIE TO EXISTING CURB & GUTTER (TYP.) S15 EXISTING TRANSITION FROM 30" TO 24" CURB & GUTTER SITE LAYOUT NOTES 1. CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THE EXACT LOCATION OF UTILITYENTRANCES, BUILDING DIMENSIONS, ROOF LEADERS, EXIT DOORS, EXIT RAMPS AND PORCHES.2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE. ALLANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE ANDPAVEMENT MARKINGS AS SHOWN ON THE 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 SHEETZCONSTRUCTION MANAGER.7. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENTINFORMATION.8. ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION. CONTRACTOR SHALL NOTIFY SHEETZ REPRESENTATIVE AND DESIGN ENGINEER OF ANYDISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR ALLDIMENSIONS 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 EXISTINGPAVEMENT AND CONCRETE.C2.0 SI T E P L A N 332 332 P. BARBEAU 03/18/2025 SH E E T Z - S S E A B R E E Z E R D 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 64250.005 8' PARKING SETBACK SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN NEW SH E E T Z S T O R E 6,139 SQ. F T . FFE = 16. 5 0 ' CA R O L I N A B E A C H R D - U . S . H W Y 4 2 1 (V A R I A B L E W I D T H P U B L I C R / W ) PR I V A T E D R STO P S SEAB R E E Z E R D - S R 1 5 3 0 (60' PUB L I C R / W ) VAN SD SD SD SD SD SD SD SD SD SD SD SD SD SAN SA N SA N RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD W W RD RD RD SAANSAANNANANSANANSAA NS (11) NS (2) NS (1) NS (1) NS (1) NS (3) NS (2) NS (1) QL (5) QL (1) QL (1) QL (1) LG (8) HH (6) HH (11) HH (6) HH (8)LG (1)ET & ES (6) (TYP.) NA D 8 3 0 SCALE 1"=20' 40'20' 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 a n d 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 5 - S e a b r e e z e \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 5 - C 6 . 0 - P L N T . d w g | P l o t t e d o n 3 / 1 8 / 2 0 2 5 4 : 3 5 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 AQUA STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 03/18/2025 NE W H A N O V E R C O U N T Y T R C S U B M I T T A L 03 / 1 8 / 2 0 2 5 03/18/2025 C6.0 LA N D S C A P E P L A N 332 332 P. BARBEAU 03/18/2025 SH E E T Z - S S E A B R E E Z E R D 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 64250.005 LANDSCAPE NOTES: PRE-CONSTRUCTIONxPRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN ANDADJACENT TO THE WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINESSHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TOBE CONSIDERED APPROXIMATE. PROTECT ALL UTILITIES. REPAIR ALL DAMAGE TOUTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULTOF 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 LISTTOTALS ARE FOR CONVENIENCE ONLY AND MUST BE VERIFIED.x PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVALBY LANDSCAPE ARCHITECT.x PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING ORZONING PERMIT AN ON-SITE PRE-CONSTRUCTION CONFERENCE SHALL TAKE PLACEWITH THE DEVELOPER AND THE ADMINISTRATOR TO REVIEW PROCEDURES FOR THEPROTECTION AND MANAGEMENT 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 TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROMTHE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY,AND SIZE.x ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONSAND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS ANDDISEASE.o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED ANDBURLAPPED AS INDICATED IN THE PLANT LIST.o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD. CONSTRUCTION/INSTALLATIONxCONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDINGIN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PARTOF SWPPP PLAN.x CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSEDPLANT BED AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECTPRIOR TO BEGINNING WORK.x STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALLDEBRIS FROM THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIORTO INSTALLING NEW PLANT MATERIAL.x CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTIONBETWEEN DELIVERY 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 LOWSPOTS ALLOWING WATER TO BE TRAPPED.x INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREASACCORDING TO PLANS SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.x THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALLALLOW FOR 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 THEOWNER.x CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURINGINSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER.CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THEGUARANTEE. IT MAY BE NECESSARY TO TRUCK IN NON-CITY WATER TO MEET PLANTNEEDS.x USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THEFEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCEWITH LABEL RESTRICTIONS.x ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIXMEETING LATEST STATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEEDAND PLANT CERTIFICATION.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 LEAVINGSURFACE SMOOTH 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 UNIFORMLYAND MIX WITH SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSISRECOMMENDATIONS.o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORMSEEDBED IS PREPARED.o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITHSEEDING EQUIPMENT 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 OVER60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, ANDSEEDING RATES.o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALTAT 300 GAL/ACRE.x PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OFMATERIAL FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFERTO LANDSCAPE SCHEME FOR 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/ORBAILING WIRE SHALL BE REMOVED. DUST SHRUBS AND GROUND COVER AFTERMULCHING TO REMOVE LOOSE MATERIAL FROM PLANTS. DO NOT PLACE MULCH INCONTACT WITH THE TREE TRUNK: KEEP A MINIMUM OF 4" AWAY FROM TREE TRUNKOR BASE OF PLANT.x MULCH AND NO-MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTERHEAVY RAIN EVENTS. IF NO-MOW MIX GERMINATES AT A RATE OF LESS THAN 90%,THEN REMOVE OTHER SPECIES AND RESEED. INSPECTIONS/GUARANTEExLANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPONCOMPLETION OF LANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFYCOMPLETENESS INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BYLANDSCAPE 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 AGAINSTDEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIODSHALL BEGIN UPON CERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKESOVER MAINTENANCE, WHICHEVER COMES FIRST. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANG LE 10 ' BY 70 'S I GHT T R I ANGL E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION MEMORANDUM To: New Hanover County Technical Review Committee Date: April 24, 2025 Subject: Sheetz 803 S Seabreeze Road (SITECN-25-000072) NCDOT Projects:  N/A WMPO 2045 MTP Projects:  N/A New Hanover County Projects:  2024 Bicycle & Pedestrian Priorities Plan Amendment proposed project: Carolina Beach Road South includes a 10-foot paved multi-use path from Monkey Junction to Snows Cut Bridge. This project runs along Carolina Beach Road in close proximity to the proposed site. TIA: A TIA for the proposed Seabreeze Village was approved with conditions by the WMPO on August 3, 2023. All improvements outlined in the approved TIA are required. Please reach out to Caitlin Cerza (Caitlin.Cerza@wilmingtonnc.gov), the Transportation Planning Engineer with the WMPO if any questions arise related to the TIA. The TIA approval with conditions letter will be attached to these comments. August 03, 2023 Mr. AJ Anastopoulo, PE DAVENPORT 5917 Oleander Drive, Suite 206 Wilmington, NC 28403 RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed Seabreeze Village commercial development in New Hanover County, NC. Dear Mr. Anastopoulo: The WMPO, NCDOT and New Hanover County staffs have reviewed the Seabreeze Village TIA (sealed June 158, 2023) and based on the information provided and conversations held to date, it is our understanding that the proposed development will be built out in two (2) phases and consists of the following land uses: Phase 1 (build year 2024): o ITE Land Use Code 934 – 5,000 SF of Fast-food Restaurant with drive-thru o ITE Land Use Code 945 – 6,100 SF of Convenience Store/Fueling station (15 fueling positions) Full Build (build year 2025): o ITE Land Use Code 712 – 5,000 SF of Small Office Building o ITE Land Use Code 720 – 5,000 SF of Medical-Dental Office Building o ITE Land Use Code 822 – 7,200 SF of Strip Retail Plaza (<40ksf) o ITE Land Use Code 934 – 5,000 SF of Fast-food Restaurant with drive-thru o ITE Land Use Code 945 – 6,100 SF of Convenience Store/Fueling station (15 fueling positions) Based upon the review of the analysis provided, the following improvements are required of this development: TIA approval with conditions of Seabreeze Village Traffic Impact Analysis (New Hanover County) Page 2 of 3 US 421 and SR 1531 (South Seabreeze Road) (Signalized intersection) Phase 1 • Construct an exclusive westbound left turn lane on South Seabreeze Road with 100 feet of full width storage which continues as a TWLTL. • Provide a Permitted + Overlap phasing for eastbound right turn lane. • Optimize the signal timings. Full build • No additional improvements are required. US 421 and SR 1528 (North Seabreeze Road) (Stop-controlled intersection) Phase 1 • No improvements are required. Full build • No improvements are required. SR 1531 (South Seabreeze Road) and Site Access 1 (Stop-controlled intersection) Phase 1 • Construct an exclusive eastbound left turn lane on South Seabreeze Road with 50 feet of full width storage which continues as a TWLTL. • Construct site access (southbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line and with one ingress and one egress lane. • Provide stop controls for the southbound approach. Full build • No additional improvements are required. 1528 (North Seabreeze Road) and Site Access 2 (Stop-controlled intersection) Phase 1 • Construct site access (northbound approach) with an internal protected stem of 100 feet, measured from the right-of-way line and with one ingress and one egress lane. • Provide stop controls for northbound approach. Full build • No additional improvements are required.