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Commercial Site Plan TRC Compiled Comments
Guthrie's Restaurant– 7241 Market Street – TRC Review Page | 1 To: Alex Rodriguez, P.E. From: Ryan Beil, Development Review Planner Date: August 20, 2025 Technical Review Committee (TRC) PID#: R04400-001-003-000 Egov# SITECN-25-000090 Subject: 7241 Market Street– Guthrie’s Restaurant - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the August 20, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Guthrie's Restaurant– 7241 Market Street – TRC Review Page | 2 Planning, Ryan Beil 910-798-7444 Compliance with local zoning requirements 1. General Comments a. Zoning district is B-2. b. As stated in the application the intended use is Restaurant with two lane drive thru. The Unified Development Ordinance (UDO) defines Restaurant as: i. Establishments where food and beverages are prepared and sold on a retail basis for consumption on or off premises as its principal business. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. 2. UDO Section 5.1, Parking and Loading a. Use requires 6 parking spaces for every 1,000 square feet of seating area. Project proposes 2,200 square feet. Required parking is 2,200 / 1,000 = 2.2 x 6 = 13 required parking spaces. There appears to be 28 parking spots provided, please confirm. b. All development providing more than 25 spaces require EV capable parking spaces calculated at 20% of parking required, capped at 15 EV capable spaces. i. 13 spaces required x 20% = 3 EV capable parking spaces required 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. 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. The parcel in question has already been cleared of all trees. 5. UDO Section 5.4, Landscaping and Buffering a. Parking lot landscaping is required for all parking lots with 5 spaces or at least 2500 square feet devoted to vehicular use. Guthrie's Restaurant– 7241 Market Street – TRC Review Page | 3 i. Parking lot landscaping requirements are satisfied. b. Street yard landscaping in the B-2 zoning district, 25 square feet is required for every linear foot of street frontage, with a minimum width of 12.5 feet and a maximum width of 37.5 feet. i. For every 600 square feet of street yard landscaping on average, the following landscaping must be provided: 1. One canopy/shade tree or if overhead powerlines are located above the street yard, three understory trees. 2. Six shrubs, 12 inches in height at time of planting. ii. Street yard landscaping shall be required for all street frontages. For sites with two or more frontages, only the primary frontage is required to contain the full amount of street yard as determined in Table 5.4.6.B. Secondary street yards are required to contain 50% of the required street yard area. iii. Street yard landscaping requirements are satisfied. c. Foundation Planting requirements are satisfied 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. Check to see if the location of the freestanding sign is shown on the plan. If the sign is along a DOT maintained road or near an intersection with a DOT road (including the driveway access). They need to show the required DOT sight triangles on the plan and the sign location must be outside the sight triangles. b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Planning Map there is Pocosin present, in conjunction with Class IV soils, however the total acreage of Pocosin present does not trigger the conservation requirement. Guthrie's Restaurant– 7241 Market Street – TRC Review Page | 4 9. UDO Article 9, Flood Damage Prevention a. Per the New Hanover County Flood Hazard map, no part of this parcel is in a flood zone. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. No Fire Service comments for this design NHC Soil & Water Conservation, Dru Harrison 910-798-7135 General comments about existing soil conditions of the site. 1. NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater and land disturbing 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-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Controlhowever. 2. Please contact the State for their stormwater permit requirements. An offsite permit and a minor modification to the existing state stormwater permit is anticipated. 3. Per Section 4.4.2, the minimum pipe diameter is 15”. 4. The appears to be a vertical conflict between 1210-CB and 1100-CB and the sanitary service. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water and sewer. Site infrastructure does not violate any setbacks to any known well or septic systems. Restaurant must submit restaurant plans to the NC Environmental Health Plan Review Unit for approval. These plans will need to be approved prior to a building permit issuance. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address Guthrie's Restaurant– 7241 Market Street – TRC Review Page | 5 1. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review will be required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer (private sewer extension) available via a mainline extension. 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 Driveway access and state road improvements 1. Comments attached WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. Comments attached Army Corps of Engineers, Brad Shaver 910-251-4611 Requirements if wetlands are impacted 1. No comments Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager 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 (Guthrie's Restaurant) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI DO Dorovan soils 0.7 19.1% Le Leon sand 1.1 28.6% Se Seagate fine sand 2.0 52.3% Totals for Area of Interest 3.8 100.0% Custom Soil Resource Report Soil Map (Guthrie's Restaurant) 37 9 6 15 0 37 9 6 18 0 37 9 6 21 0 37 9 6 24 0 37 9 6 27 0 37 9 6 30 0 37 9 6 33 0 37 9 6 36 0 37 9 6 39 0 37 9 6 42 0 37 9 6 15 0 37 9 6 18 0 37 9 6 21 0 37 9 6 24 0 37 9 6 27 0 37 9 6 30 0 37 9 6 33 0 37 9 6 36 0 37 9 6 39 0 37 9 6 42 0 240530 240560 240590 240620 240650 240680 240710 240740 240530 240560 240590 240620 240650 240680 240710 34° 16' 36'' N 77 ° 49 ' 6'' W 34° 16' 36'' N 77 ° 48 ' 57 ' ' W 34° 16' 26'' N 77 ° 49 ' 6'' W 34° 16' 26'' N 77 ° 48 ' 57 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300Feet0204080 120 Meter s Map Scale: 1:1,400 if printed on A portrait (8.5" x 11") 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, July 30th, 2025 FROM: Dru Harrison, NHSWCD Director RE: Guthrie's Restaurant I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Dorovan Soils (DO), Leon sand (Le), and Seagate fine sand (Se). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability", Seagate is a Class II soil, Leon is a Class III soil, and Dorovan is a Class IV soil. The Soil Survey of New Hanover County lists Leon as poorly drained, Seagate as somewhat poorly drained, and Dorovan as very poorly drained. Dorovan and Leon 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. Seagate is on the Hydric Soils “B” list, which means it may contain areas of wetland. 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: August 6, 2025 Subject: Guthrie’s Restaurant - Middle Sound West Dev. - 7241 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 You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: Since the proposed restaurant is served internally and is part of the Middle Sound West/Lendire Mixed-Use Development a driveway permit is not required. A REVISED NCDOT Driveway Permit is required for the Middle Sound West/Lendire Mixed-Use Development. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • It is recommended that you reach out to the NCDOT District Office prior to submitting plans to avoid a redesign of the proposed utilities. 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 • 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: Per the approved TIA a right turn lane is required on Market Street. Site Plan Comments: This development is located within STIP U-4902D. • Any proposed construction activities within the limits of the active STIP project will require a hold harmless letter from the contractor. The proposed site plan should be overlayed on the relative STIP plan sheet. • Sheet 5 is included. Public Utility/Drainage Easements: • Anything that is constructed within the public easements must meet NCDOT guidelines. • Refer to the NCDOT Right of Way Department for additional information. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E ' S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROF ESSIONA LSEAL057029 SURVEYOR:ENGINEER: PROJECT OWNER AND CONSULTANT INFORMATION DEVELOPER: UTILITY AND GOVERNING AGENCIES CONTACT LIST: ZONING DEPARTMENT DEPARTMENT OF TRANSPORTATION EROSION CONTROL PLANNING DEPARTMENTFIRE MARSHAL WATER & SEWER COMPANY WILMINGTON, NEW HANOVER, NORTH CAROLINA US 17 & LENDIRE ROAD CONSTRUCTION DOCUMENTS for OGDEN GUTHRIE'S ARCHITECT: POWER COMPANY COUNTY ENGINEER TELECOMMUNICATIONS GAS COMPANY H+HA2126 MORRIS AVENUEBIRMINGHAM, ALABAMA, 35203PHONE (205) 322-1751FAX (205) 322-1778 CONTACT: MICHAEL WAHL KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENT'S DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE KIMLEY-HORN HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITSOBTAINED. SITE LOCATION MAP NOT TO SCALE HORIZONTAL DATUM:NAD 83 (2011) VERTICAL DATUM:NAVD 88 DRAWING UNITS:U.S. SURVEY FEET A GEOMETRICCONTROL CO V E R S H E E T C001 07 / 1 5 / 2 0 2 5 JD N JD N AM R NOTICE TO CONTRACTOR: ALL WORK AND MATERIALS SHALL CONFORM TO THE MOST CURRENT STANDARDS ANDSPECIFICATIONS AS PROVIDED IN THE: NEW HANOVER COUNTY LAND DEVELOPMENT STANDARDS MANUALNEW HANOVER STORM WATER DESIGN MANUALNCDOT STANDARDS SPECIFICATIONS FOR ROADS AND STRUCTURESOR THE MORE RESTRICTIVE OF ANY STANDARDS THAT CONFLICT. SHEET INDEX Sheet No. Sheet Title REV.No. C001 COVER SHEET C002 GENERAL NOTES C003 UTILITY NOTES C101 EXISTING CONDITIONS PLAN C105 DEMOLITION PLAN C201 EROSION CONTROL GENERAL NOTES C202 EROSION CONTROL PLAN - PHASE 1 C203 EROSION CONTROL PLAN - PHASE 2 C205 NCG01 STANDARDS C301 SITE PLAN C401 GRADING AND DRAINAGE PLAN C405 STORM PROFILES C501 UTILITY PLAN C601 SEWER PLAN and PROFILES C750 TURNING MOVEMENTS C901 SITE DETAILS C902 UTILITY DETAILS C903 UTILITY DETAILS L100 LANDSCAPE PLAN L150 LANDSCAPE DETAILS L151 LANDSCAPE NOTES L200 IRRIGATION PLAN L250 IRRIGATION DETAILS L251 IRRIGATION NOTES NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONNICK DREES5911 OLEANDER DRIVE SUITE 101WILMINGTON, NC 28403(910) 398-9100 CAPE FEAR PUBLIC UTILITY AUTHORITYBERNICE JOHNSON235 GOVERNMENT CENTER DRIVEWILMINGTON, NC, 28403(910) 332-6738 DAVID STONE239 GOVERNMENT CENTER DRIVE, SUITE 130WILMINGTON, NC, 28405DSTONE@NHCGOV.COM(910) 798-7458 NEW HANOVER COUNTY ENGINEERINGBETH WETHERILL230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON NC, 28403(910) 798-7465 DUKE ENERGY PROGRESSCAROLINASNEWCONSTRUCTION@DUKE-ENERGY.COM(800) 636-0581 NEW HANOVER COUNTY ENGINEERINGGALEN JAMISON230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403(919) 798-7072 SPECTRUM115 HINTON AVE STE 6WILMINGTON, NC 28403(432) 219-2624 PIEDMONT NATURAL GASPO BOX 1246CHARLOTTE, NC 28201(800) 752-7504 NEW HANOVER COUNTY ZONING COMPLIANCECHRISTINE BOUFFARD230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403(910) 798-7074 NEW HANOVER COUNTY PLANNING & LAND USEROBERT FARRELL230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403(910) 798-7465 KIMLEY-HORN AND ASSOCIATES, INC.200 SOUTH TRYON STREETSUITE 200CHARLOTTE, NORTH CAROLINA 28202PHONE (980) 346-6640 CONTACT: ALEX M. RODRIGUEZ, PE R.B. PHARR & ASSOCIATES, P.A.969 E. 7TH STREETCHARLOTTE, NC 28204PHONE (704) 376-2186 CONTACT: KEITH MCGUINNESS COLUMBIA DEVELOPMENT1845 ST JULIAN PLACECOLUMBIA, SC 29204PHONE (803) 590-3853 CONTACT: ALBERT JAMES NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROF ESSIONA LSEAL057029 UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE Market Street U.S. Highway 17 EXISTING PUBLICUTILITY EASEMENT(NOT FIELD VERIFIED) Le n d i r e R o a d BSL BSL BSL BSL BSL BSL BS L BSL BSL LSB LSB LSB LS B LSB LSB LSB LSB LSB LSB LSB LS B LSB LS B LSB LS B LSB LSB DO NOT ENTER 24' 27 ' 26' 12 ' 8' 5' 9' TYP. 18' TYP. 8' 18' TYP. 7' 24' 30'9' TYP. 24 ' 27' 24' 12' R30'R6' R15' R39'R5' R5'R5' R5'R10' R6' R20' R20'R20' R20' R20' 5' 2,200 SF ATYP. A TYP. A TYP. A TYP. A TYP. B B B C D E TYP. E TYP. E TYP. E TYP. ETYP. ETYP. G G F S1A S1A S2A S2A S2A M1 M1 M1 M1 M2 M3 M3 M3 M4 TYP. M5 H S2A P1 P1P3 P3 P2 18' T Y P . G P4 P4 R29.5' R27.5' 9' TYP.18' T Y P . R5' H PROPOSED PROPERTY LEGEND PROPOSED BOUNDARY PROPOSED LOT BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED BUILDING SETBACK PROPOSED EASEMENT PROPOSED SANITARY SEWER ESMT. PROPOSED DRAINAGE EASEMENT PROPOSED UTILITY EASEMENT PROPOSED LANDSCAPE BUFFER PROPOSED LIMITS OF DISTURBANCE BEARING DIST. BEARINGDIST. ROW BSL SSE SDE UE LSB LOD LOD EXISTING BOUNDARYBEARINGDIST. EXISTING RIGHT-OF-WAY SITE DATA TABLE SITE DATA TABLE COMMERCIAL 4.8 - ACRES1.1 - ACRES LAND USE TOTAL SITE AREATOTAL LOT AREA DEVELOPMENT DATA: 0.23 - ACRESTOTAL OPEN SPACE AREA R04400-001-006-000TAX PARCEL ID LEGL DESCLEGAL DESCRIPTION TOTAL DISTURBED AREA 0.87 - ACRES ZONING DATA: CURRENT: B-2ZONING DISTRICT:PROPOSED: B-2 37200439001FEMA FLOOD PANEL PAGES CREEKWATERSHED:DISTRICTPOST CONSTRUCTION DISTRICT: XXMIN. LOT SIZE:MIN. LOT WIDTH:MAX. HEIGHT:XXXX SETBACKS:FRONT YARD 25'SIDE YARD INTERIOR 10' SIDE YARD EXTERIOR 25'REAR YARD 5' PARKINGPARKING PROVIDED: 27 STANDARD PARKING: 261ADA PARKING / VAN: PARKING REQUIRED: 14STANDARD PARKING: 13 1ADA PARKING / VAN: OPEN SPACEPROVIDED: 0.23 - ACRES N/AREQUIRED:IMPERVIOUS AREA 0.87 - ACRESPROPOSED: 0.87 - ACRES0 - ACRESEXISTING: REAR YARD 5' 1. SEE "GENERAL NOTES" SHEET FOR SITE GENERAL CONSTRUCTION NOTES, PAVING, STRIPING,GRADING, AND ZONING NOTES. 2. SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES,ZONING AND USE. 3. SEE "SITE DETAILS" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS. 4. ALL DIMENSIONS SHOWN ARE MEASURED FROM THE FACE OF CURB TO FACE OF CURB, UNLESSOTHERWISE NOTED. DIMENSIONS LABELED "EOP" ARE MEASURED FROM LIP OF GUTTER TO LIPOF GUTTER. 5. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALLUNLESS OTHERWISE SHOWN. 6. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDEDPLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. 7. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 8. ALL CURB RADII ARE 3.0' UNLESS OTHERWISE NOTED. SITE DEVELOPMENT PLAN NOTES SITE PLAN KEY NOTES 24" STANDARD CURB AND GUTTER CONCRETE SIDEWALK PER DETAIL. WIDTH PER PLAN. 2% MAX. CROSS SLOPE, 5% MAX LONGITUDINALSLOPE.ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITYGUIDELINES.ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL("VAN"-INDICATES VAN ACCESSIBLE SPACE). SOD AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET. DUMPSTER AND RECYCLE AREA. REFER TO ARCHITECTURAL PLAN FOR DESIGN INFORMATION. SITE SIGNAGE PROPOSED A) MONUMENT SIGN B) PYLON SIGN (SEE ARCHITECTURAL PLANS FOR DETAILS) STOP SIGN & "STOP" - (A) 36"x36" (B) 30"x30" PAVEMENT MARKINGS 24" WIDE PAINTED STOP BAR AND STOP SIGN . (WORD "STOP" PER PLAN) PAINTED LOADING ZONE; 4" TRAFFIC YELLOW STRIPING 2'-0" O.C., 45° TO THE PARKING SPACE (TYP.)OR TRAFFIC FLOW. PAINTED DIRECTIONAL ARROW PAVEMENT MARKING A S1 B C D E F S2 M1 M2 M3 M4 M5 1. SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES . 2. SEE "OVERALL SITE PLAN" FOR SITE DEVELOPMENT NOTES AND SITE DATA INFORMATION. 3. SEE "SITE DETAIL" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS. G H FLAG POLE ORDER BOARD PAVEMENT MATERIAL HEAVY DUTY ASPHALT PAVEMENTP1 P2 P3 STANDARD DUTY ASPHALT PAVEMENT INTEGRAL MIXED CONCRETE WITH BLACK COLOR P4 CONCRETE SIDEWALK This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E ' S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROF ESSIONA LSEAL057029 SI T E P L A N C301 07 / 1 5 / 2 0 2 5 JD N JD N AM R N O R T H NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROF ESSIONA LSEAL057029 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W G G G G G G G G G 6''SS 6''S S 6''S S 6''SS W W W 2''W 2''W 2''W 2''W W W 2''W 2''W 2''W S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS W W W W W W W W S 6''S S 6''S S 6''S S 6''S S 6''S S BSL BSL BSL BSL BS L BSL BSL BSL BSL BSL BS L BSL BSL BSL LSB LSB LSB LS B LSB LSB LS B LSB LSB LSB LSB LSB LSB LSB LSB LSB LS B LSB LS B LSB LS B LSB LS B LSB LS B LSB LSB 47 46 45 44 44 46 45 44 43 42 41 42 4344 44 44 44 46 46 46 46 46 45 46 45 45 45 45 45 44 44 44 44 45 45 45 46 46 46 46 45 45 45 45 46 444544 4444 2.89% 1.60% 1.3 7 % 1.5 2 % 1.12% 1.15% 1.15% 3.33% 1.60% 2.46% 4.38 % 1.16% 3.77% 3.44%3.53%3.90% 2.60% 2.28% 2.28% 2.27% 2.60% 1.52% 3.95% 2.7 3 % 2.6 5 % 2.08 % 3.02 % 1.96% 2.29% 3.39% 1.75 % S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS W W W W W W W W ME:46.74 ME:47.00 ME:46.36 ME:46.50 TC:44.10TP:43.60 TC:43.86TP:43.36 TC:43.50TP:43.00 TC:43.95TP:43.45 TC:45.06TP:44.56 TC:44.71TP:44.21 TC:44.35TP:43.85 TC:45.41TP:44.91 TC:45.31TP:44.81 TC:45.47TP:44.97 TC:45.32TP:44.82 TC:45.04TP:44.54 TC:44.75TP:44.25 TC:44.58TP:44.08 TC:44.23TP:43.73 TC:44.03TP:43.53 TC:43.96TP:43.46 TC:45.87TP:45.37 TC:47.55TP:47.05 TC:47.63TP:47.13 TC:47.93TP:47.43 TC:48.01TP:47.51 TC:47.19TP:46.69 TC:47.17TP:46.67 TC:47.08TP:46.58 TC:47.06TP:46.56TC:46.99TP:46.49 TC:46.94TP:46.44 TC:46.79TP:46.29 TC:46.63TP:46.13TC:44.99TP:44.49 TC:44.83TP:44.33 TC:44.25TP:43.75 TC:43.91TP:43.41 TC:43.37TP:42.87 TC:43.28TP:42.78 TC:42.82TP:42.32 TC:43.90TP:43.40 TC:44.12TP:43.62 TC:44.19TP:43.69 TC:44.22TP:43.72 TC:44.58TP:44.08 TC:44.68TP:44.18 TC:44.91TP:44.41 TC:44.23TP:43.73 TC:44.01TP:43.51 TC:43.94TP:43.44 TC:44.49TP:43.99 TC:44.90TP:44.40 TC:46.40TP:45.90TC:47.79TP:47.29 TC:47.69TP:47.19 TC:46.64TP:46.14 TC:44.69TP:44.19 TC:44.58TP:44.08TC:43.50TP:43.00TC:43.94TP:43.44 TC:44.16TP:43.66 TC:44.39TP:43.89 TC:45.01TP:44.51 TC:45.45TP:44.95 TC:45.67TP:45.17 TC:45.74TP:45.24 TC:45.78TP:45.28 TC:45.64TP:45.14 TC:45.64TP:45.14 TC:45.70TP:45.20 TC:45.89TP:45.39 TC:45.63TP:45.13 TC:45.46TP:44.96 TC:43.94TP:43.44 TC:43.93TP:43.43 TC:43.86TP:43.36 TC:44.07TP:43.57 TC:45.33TP:44.83 TC:45.34TP:44.84 FFE:46.00 1100-YIRIM: 45.04'INV OUT: 40.94 1110-CBRIM: 43.35'INV IN: 40.34INV IN: 40.34INV OUT: 40.34 1120-CBRIM: 43.55'INV IN: 39.83INV IN: 39.83INV OUT: 39.83 S1-CBRIM: 46.15'INV IN: 36.37INV IN: 41.34INV OUT: 36.37 1170-CBRIM: 42.35'INV OUT: 39.17 1180-YIRIM: 45.35'INV IN: 38.72INV OUT: 38.72 EX-325-CBRIM: 46.50'INV IN: 36.04INV OUT: 36.04 TP:46.00 TP:46.00TP:46.00 TP:46.00 TP:45.96 TP:45.35 TP:45.52 TP:45.85 2.60% 0.50 % 44 44 1230-CBRIM: 43.69'INV IN: 40.52INV OUT: 40.42 1220-CBRIM: 44.10'INV OUT: 40.94 1210-CBRIM: 43.76'INV OUT: 40.46 GRADING NOTES: ALERT TO CONTRACTOR: CONFIRM WITH GEOTECH REPORT THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'SBID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONSDURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUNDWATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. 1. REFER TO THE GENERAL NOTES SHEET FOR NOTES PERTAINING TO PAVING, GRADING,ACCESSIBILITY, AND STORM DRAINAGE. 2. EXISTING AND PROPOSED GRADE CONTOURS INTERVALS SHOWN AT 1 FOOT. 3. ALL SPOT ELEVATIONS WITH FC: REPRESENTS THE FACE OF CURB AT THE GUTTER LINE. (ADD0.50' FOR TOP OF CURB.) 4. ALL SPOT ELEVATIONS WITH TC: REPRESENTS THE TOP OF CURB ELEVATION. (SUBTRACT 0.50'FOR PAVEMENT OR ELEVATION OF GUTTER AT CURB LINE.) 5. RIM: ELEVATIONS OF CATCH BASINS (CURB INLETS) EQUALS THE FLOW LINE OF THE GUTTERPAN. RIM ELEVATIONS OF DROP INLETS, MANHOLES, AND CLEANOUTS EQUALS THE CENTER OFGRATE OR LID ELEVATION. 6. ALL STRUCTURES SHALL BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINAL PAVEMENT. 7. MANHOLES WITHIN NON PAVED AREAS SHALL BE 6" ABOVE ADJACENT GRADES. UNLESSOTHERWISE SHOWN. 8. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN PROPOSED PAVEMENT ANDEXISTING PAVEMENT AND STORM STRUCTURES 9. DURING CONSTRUCTION AND AFTER FINAL GRADING, NO SURFACE WATER RUNOFF MAY BEDIRECTED TO ADJACENT PROPERTIES, AND ALL SURFACE WATER RUNOFF MUST BE ROUTEDTO APPROVED DRAINAGE FACILITIES OR BE RETAINED ON SITE. ALL RUNOFF FROM THE SITE,BOTH DURING AND AFTER CONSTRUCTION, MUST BE FREE OF POLLUTANTS, INCLUDINGSEDIMENT, PRIOR TO DISCHARGE. ADA COMPLIANCE: A. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BECONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. B. PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALLCONFORM TO THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND SHALL HAVE A DETECTABLEWARNING SURFACE THAT IS FULL WIDTH OF THE CURB RAMP, NOT INCLUDING FLARES. C. ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS,STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLEDESIGN, LATEST EDITION. D. ANY COMPONENTS OF THE PROJECT SERVING MULTIFAMILY DWELLINGS IN BUILDINGS THATHAVE 4 OR MORE UNITS PER DWELLING SHALL ALSO CONFORM TO THE FAIR HOUSING ACT(FHA), AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OFHOUSING AND URBAN DEVELOPMENT. E. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLEPEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONGSIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NOCASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASESHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLESSHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. F. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORMBOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ACCESSIBLE SLOPE REQUIREMENTSARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANYEXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BEACCEPTED FOR ADA COMPLIANCE ISSUES. STORM WATER EASEMENTS x THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATERCONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTSWHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. x POST-CONSTRUCTION CONTROL MAINTENANCE EASEMENT (PCCE) WILL ALLOW THE CITY THEACCESS TO INSPECT, MONITOR, MAINTAIN, REPAIR OR RECONSTRUCT THE BMP FACILITIES. 0.22%0.22% .85 % TP:45.22 TP:45.20 TP:45.19 TP:45.98 TP:45.87 TP:45.35 TP:45.37TP:45.37 TP:45.48 TP:45.50 TP:46.00 TP:45.88 TP:45.40 TP:45.38TP:45.38 1.0 2 % 1.0 2 % 8.33%8.33% This document together with the concepts and designs presented herein as an instrument of service is intended only for the specific purpose and clientfor which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates Inc shall be without liability to Kimley-Horn and Associates Inc BY DA T E AS S H O W N RE V I S I O N S No. DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E ' S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROFESSIONA LSEAL057029 GR A D I N G A N D DR A I N A G E P L A N C401 07 / 1 5 / 2 0 2 5 JD N JD N AM R SEE SHEET C405 FOR STORM PROFILES N O R T H INSET A INSET ASCALE 1"=10' N O R T H NORT H CAROLIN A AL EXM.RODRIGUEZENGINEER PROFESSIONA LSEAL057029 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W G G G G G G 6''SS 6''SS 6''SS W W 2''W 2''W W 2''W 2''W S S S S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 4''SS W W W W W W W W W W S 6''S S 6''S S 6''S S UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE Market Street U.S. Highway 17 EXISTING PUBLICUTILITY EASEMENT(NOT FIELD VERIFIED) Le n d i r e R o a d BSL BSL BS L BSL BSL BSL BSL BSL BSL LSB LSB LS B LSB LSB LS B LSB LS B LSB LSB LS B LSB LS B LSB LS B LSB LS B LSB DO NOT ENTER 2" RPZ BACKFLOWPREVENTER 2" DOMESTIC WATERMETER1" IRRIGATIONWATER METER 1" RPZ BACKFLOW PREVENTER 1" IRRIGATION WATER LINECONNECTION 2" BLACK POLY WATER LINECONNECTION POINT OF GAS SERVICETO CONNECTION TO BEINSTALLED BY GASCOMPANY POINT OF GAS SERVICE CONNECTION. CONTRACTOR TOCOORDINATE WITH UTILITY PROVIDER PRIOR TOCONSTRUCTION. 1/2" HOT WATER AND COLDWATER LINE WITH HOSE BIBS TODUMPSTER 115-CORIM: 45.13'INV IN: 42.27(6" PVC-SE)INV OUT: 42.27(6" PVC-NE) 16 LF OF 6" PVC @ 1.50% 16 LF OF 6" PVC @ 2.80% 120 LF OF 6" PVC @ 1.50% 116-GIRIM: 45.34'INV IN: 42.17(6" PVC-SW)INV OUT: 42.17(6" PVC-NE) 121-MHRIM: 45.87'INV OUT: 39.24(6" PVC-NW)INV OUT: 39.24(6" PVC-SE) 142 LF OF 6" PVC @ 2.00% 117-CORIM: 45.56'INV IN: 42.07(6" PVC-SW)INV IN: 42.07(6" PVC-SE) UTILITY NOTES: ALERT TO CONTRACTOR 1. SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES AND ZONING NOTES. 7. REFER TO GENERAL NOTES SHEET FOR GENERAL, WATER UTILITY, AND SANITARY SEWER,NOTES, MATERIALS, AND REQUIREMENTS.8. SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOININGPROPERTIES, ZONING AND USE, AND EXISTING UTILITY LOCATIONS AND SIZES.4. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDEDTO THE NEAREST FOOT.5. ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHESSHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHTOF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.6. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THESTRUCTURE. FIRE, AND DOMESTIC BACKFLOWDEVICES LOCATED INSIDE BUILDING(REFERENCE ARCH/MEP PLANS) CONTRACTOR SHALL REFER TO ARCH /MEP PLANS FOR EXACT UTILITYENTRANCE LOCATIONS. TAMPER SWITCH CONDUIT REQUIREDON GATE VALVES, AND BACKFLOWPREVENTER ASSEMBLIES LOCATEDABOVE-GROUND. VALVES INSTALLEDBELOW GROUND DO NOT REQUIRETAMPER SWITCHES UNLESS NOTEDOTHERWISE BY LOCAL AUTHORITYHAVING JURISDICTION. ROOF DRAINS, FOUNDATION DRAINS,AND OTHER CLEAN WATERCONNECTIONS TO THE SANITARYSYSTEM ARE PROHIBITED * PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER,WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY ANDCALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEC ANDTHE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN.NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEC ANDITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKESUCH NOTIFICATION. * CONTRACTOR SHALL TAKE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES. CONTRACTOR SHALL REPAIR ANY DAMAGED FEATURES/UTILITIES TO THAT OF EXISTING ORBETTER CONDITION. * CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGEDROADWAYS, SIDEWALKS, CURB AND GUTTER, ASPHALT, ETC. UTILITY LEGEND UE UE UE OE OE OE T POWER UNDERGROUND G G G G G SITE LIGHTING POWER OVERHEAD GAS LINE COMMUNICATION (INCLUDES DATA, TV, TELEPHONE) S GRAVITY SEWER Lat 05-MHRIM:104.56 RIM: MH, CO: CENTER OF LID ELEVATION INV: PIPE INVERT ELEVATIONSTRUCTURELABEL W W WM DOMESTIC WATER FW FW FW FIRE WATER SEE GRADING AND DRAINAGE PLANS FOR STORM WATER SS SS SS This document together with the concepts and designs presented herein as an instrument of service is intended only for the specific purpose and clientfor which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates Inc shall be without liability to Kimley-Horn and Associates Inc BY DA T E AS S H O W N RE V I S I O N S No. DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E ' S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 NOR T H CAROLIN A AL EXM.ROD RIGUEZENGINEER PROFESSIONA LSEAL057029 UT I L I T Y P L A N C501 07 / 1 5 / 2 0 2 5 JD N JD N AM R N O R T H NORT H CAROLIN A AL EXM.RODRIGUEZENGINEER PROFESSIONA LSEAL057029 2''W 2''W 2''W 2''W 2''W G G G G G G 6''SS6''SS6''SS W W UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE BSL BSL BSL BS L BS L BSL BSL BSL BSL LSB LSB LSB LSB LS B LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LOD LOD LOD LOD LODLODLODLODLOD LOD LO D LOD LOD LO D LOD LOD LOD LOD LODLODLODLOD LOD LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF //// // // // // // //// ////////// // // //// // // // // // // // // // // // // // // // // //////////////// // // // //// // // // ////////////////// // // // // ////// //// //// // // // // // // // // //// // // // // // // // // // // //// // // // // // // // // // // // //// // // // //// // // ////// //// // // //// // // // // //// // // // // // // // // // // // // // // // // // // //// // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // //////// // // 74MC 17CA 19VB 25CA 18VB 18IL 13IL11CA 15CA12IL 10VB 6QV 9QV 3ML 4QV 6QV OPO S E D R O W B ( 9 5 L F ) 5 L)LF) PROP O S E D ROP O S E D ED PROP O S E PROP O S E D D; 4 T R E E S P R O V I D E D ; 4 T R E RED;D;D;EDDDD; 4 T R E RE 4 TRE E S R E Q U I R E D ; D;EDEDD SHRU B S R E Q U I R E D ; 2 4 S H R U B S P R O V I D E D QIRE RSHHRR D;ED RUB S EDD RU 24 SH R U B S R 24 SH R 24 S2424 SH R R E UE PRO P O S E D R O W A ( 3 9 1 L F ) PRO P O S ROP O S E D R O W A ( 3 9 1 PRO P O S E D R RO WAAA (3 91 LFF) 16 T R E E S R E Q U I R E D ; 1 6 T R 1 D;16 R RED ; 1 6 T R E E S P R O V I D E D D; 16 REEES P 98 S H R U B S R E Q U I R E D ; 9 8 S H R U B S P R O V I D E D UEUE MARKET ST (146 LF)MARKEETETT ST (146 L F FF)EES RELOCATED DUE TO UTILITY CONFLICTROCATEEDDDUE T O U UTTILITY C O N NFLICT6 TREES REQUIRED; 6 TREES RELOCATED D 6TREEESS R E Q U I R E EDD; 6 T R E E S SRRELOC37 SHRUBS REQUIRED; 37 SHRUBS PROVIDED MULCH LINE (TYP.) PROPERTY LINE (TYP.)SIGN (TYP.) SEECIVIL SHEETSFOR DETAILS 6 TREES RELOCATED DUETO UTILITY CONFLICT SOD (TYP.) // // // // //// //// // // 18IL //// // // 4PC 7PC SYMBOL CODE QTY COMMON NAME BOTANICAL NAME METHOD SIZE CAL CANOPY TREES PC 11 CHINESE PISTACHESINGLE, STRAIGHT, FULL, 6' C.T.PISTACIA CHINENSIS F.G., B & B 15` MIN HEIGHT 3" MIN CAL QV 26 LIVE OAKSINGLE, STRAIGHT, FULL, 6' C.T.QUERCUS VIRGINIANA F.G., B & B 15` MIN HEIGHT 3" MIN CAL UNDERSTORY TREES ML 3 LITTLE GEM DWARF SOUTHERN MAGNOLIASINGLE, STRAIGHT, FULL CERCIS CANADENSIS F.G., B & B 8` MIN HEIGHT 2" MIN CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING SIZE SHRUBS IL 61 NELLIE R. STEVENS HOLLYFULL ILEX 'NELLIE R. STEVENS'CONT.48" O.C.42" FULL VB 47 CHINESE HOLLYFULL ILEX CORNUTA CONT.48" O.C.42" FULL CA 68 JAPANESE PITTOSPORUMFULL PITTOSPORUM TOBIRA CONT.48" O.C.42" FULL ORNAMENTAL GRASSES MC 74 PINK MUHLY GRASSFULL MUHLENBERGIA CAPILLARIS CONT.24" O.C.18" FULL SYMBOL CODE QTY COMMON NAME BOTANICAL NAME GROUND COVERS MU 4,635 SF HARDWOOD MULCH3" DEPTH MINIMUM, SHREDDED, FREE OFWEEDS/INVASIVE PLANT MATERIAL CD 14,369 SF BERMUDA GRASSROLLED TIGHT, 100%WEED/INSECT/DISEASE FREE CYNODON DACTYLON PLANT SCHEDULE This document together with the concepts and designs presented herein as an instrument of service is intended only for the specific purpose and clientfor which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates Inc shall be without liability to Kimley-Horn and Associates Inc BY DA T E AS S H O W N RE V I S I O N S No. DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 LA N D S C A P E P L A N L100 ////- MULCH LINE LANDSCAPE NOTES: 1. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 3" OF TOPSOIL.DO NOT MOUND MULCH AGAINST ROOT FLARES. 2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTSAND DISEASE. 3. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPEARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 4. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 5. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 6. ANY DISTURBED GRASS AREA IS TO BE REPLANTED. ALL SLOPES 3:1 ORGREATER SHALL BE SEEDED WITH SLOPE MASTER NO-MOW MIX OR OWNERAPPROVED EQUAL. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FORLOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TOALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OFEXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPONBEST AVAILABLE INFORMATION AND ARE TO BE CONSIDEREDAPPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1)TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORKAREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTIONPERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES,SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THECONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALLQUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE ANDPROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHYPLANT CONDITIONS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING(INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING,FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THEWARRANTY PERIOD. 11. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, ORREJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLYREMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAMESPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LISTSPECIFICATIONS. 12. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIALFOR WARRANTY PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALLREPLACEMENTS DURING THE NORMAL PLANTING SEASON. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK"REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTEMINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND NURSERYPRACTICES, AND SHALL BE STATE STANDARD OR BETTER 15. ALL INVASIVE / EXOTIC SPECIES AND PROHIBITED TREE SPECIES SHALL BEREMOVED FROM SITE, INCLUDING ROOT BALLS TO THE EXTENT POSSIBLEWITH NO DAMAGE TO ADJACENT EXISTING TREES. 16. ALL LANDSCAPE AREAS WILL BE PROVIDED WITH PERMANENT AUTOMATICIRRIGATION SYSTEM. 17. TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCEIT IS "ESTABLISHED" (AS APPROVED BY THE LANDSCAPE ARCHITECT). 18. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL UTILITIES AREADEQUATELY SCREENED WITH THE REQUIRED PLANTING MATERIAL ANDVERIFY PLANT SPECIES WITH LANDSCAPE ARCHITECT. 19. ALL PLANT SPECIFICATIONS IN THE PLANT SCHEDULE SHALL BECONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTORSHALL PROCURE PLANT MATERIALS AND UPSIZE AS NECESSARY TO MEETTHE MOST STRINGENT SPECIFICATION. NOTES: 1. ESTABLISH SOD IN ALL DISTURBED AREAS. SEESPECIFICATIONS FOR MORE INFORMATION.2. ALL AREAS WITH PROPOSED LANDSCAPE MATERIALSHALL RECEIVE A MINIMUM THREE (3) INCHES OFSHREDDED HARDWOOD MULCH. SEE LANDSCAPEPLAN FOR MULCH BOUNDARY LINES. SEELANDSCAPE DETAILS FOR TYPICAL MULCH AREADIMENSIONS. NO R T H LIMITS OF DISTURBANCE, TYPCONTRACTOR SHALL PATH AND REPAIREXISTING PLANTING AREAS DAMAGED BYTHIS WORK THROUGHOUT THE EXISTINGLANDSCAPE AREAS ADJACENT TO THEPROJECT'S LIMITS OF CONSTRUCTION. A NILORACHTRON K Y ED.BA G H ED LANDSCAPE KKKKKKKKKKK YYYYYY ED.BA G HHHHHHH 07/11/2025 2''W 2''W 2''W 2''W 2''W G G G G G G 6''SS6''SS6''SS W W UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE Market Street U.S. Highway 17 EXISTING PUBLICUTILITY EASEMENT(NOT FIELD VERIFIED) BSL BSL BSL BS L BS L BSL BSL BSL BSL LSB LSB LSB LSB LS B LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB LSB DO NOT ENTER 6''SS6''SS6''SS LOD LOD LOD LOD LODLODLODLODLOD LOD LO D LOD LOD LO D LOD LOD LOD LOD LODLODLODLOD LOD LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PD >> PD > > PD > > PD > > PD > > PD > > PD > > PD > > Le DO Se C RS MAIN LINE (TYP.) MAIN LINE SLEEVING (TYP.) AREA TO RECEIVEDRIP IRRIGATION (TYP.) EQUIPMENT SHOWN SCHEMATICALLY,COORDINATE WITH CONTRACTOR FORINSTALLATION LOCATION OF FLOW SENSOR,MASTER CONTROL VALVE, ETC. ALLEQUIPMENT TO BE LOCATED OUTSIDE INGREEN SPACE. NOT ALL NECESSARY SLEEVES SHOWN. INSTALLWHERE NECESSARY AND COORDINATE WITHOTHER DISCIPLINES TO AVOID CONFLICTS ANDFACILITATE THE CONSTRUCTION PROCESS. P.O.C. SHOWN - SEE CIVIL SHEETS FORINSTALLATION LOCATION OF IRRIGATION WATERMETER. COORDINATE WITH CONTRACTOR FORLOCATION OF ASSOCIATED APPURTENANCES(BACKFLOW, FLOW SENSOR, MASTER CONTROLVALVE, ETC). ALL EQUIPMENT TO BE LOCATEDOUTSIDE IN GREEN SPACE. CONTRACTOR TOPROVIDE CONDUIT AND110V, SINGLE PHASEPOWER FORCONTROLLER COORDINATE/DISCUSS PROJECT LIMITS WITHGENERAL CONTRACTOR TO ENSURE ALL IRRIGATIONEQUIPMENT IS INSTALLED WITHIN PROJECT AREA. AREA TO RECEIVESPRAY IRRIGATION (TYP.) CONTRACTOR TO PERMANENTLY MARK ALL SLEEVECROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITHOTHER DISCIPLINES TO AVOID CONFLICTS (TYP). CONTRACTOR TO ADJUST ALL OVERHEAD SPRAYHEADS TO ENSURE MINIMAL OVER-SPRAYOCCURS ON ANY HARDSCAPE SURFACE (TYP). CONTROLLER &RAIN SENSOR TOBE LOCATEDOUTSIDE IN GREENSPACE, SCREENEDFROM THE PUBLICVIEW. AVOIDOVERHEADOBSTRUCTIONSAND OVERSPRAYASSOCIATED WITHRAIN SENSOR. ALL DRIP ZONES TO HAVEMINIMUM 12" SETBACK(CLEAR-ZONE) BETWEENDRIPLINE AND SOD EDGE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALLNECESSARY MODIFICATIONS REQUIRED TO MEET THE SCHEMATICINTENT OF THESE PLANS PRIOR TO SUBMITTING PROPOSAL.THESE PLANS OUTLINE THE OVERALL LAYOUT OF THE SYSTEM ANDIT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONETHE SYSTEM ACCORDINGLY BASED ON FLOW AND PRESSURE AVAILABLE ATTHE TIME OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FORVERIFYING THE FOLLOWING BUT NOT LIMITED TO: AVAILABLE FLOW,AVAILABLE PRESSURE, CONNECTION ASSEMBLY, CAPACITY OF THE SYSTEM. POC MCV FS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP 1806-S-P45-FTURF ROTARY, 5FT.X15FT. (LCS AND RCS), 5FT.X30FT. (SST) HANDADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6IN.POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSUREREGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 26 45 RAIN BIRD R-VAN14 1806-S-P45-FTURF ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HANDADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6IN.POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSUREREGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 80 45 RAIN BIRD R-VAN18 1806-S-P45-FTURF ROTARY, 13FT.-18FT. 45-270 DEGREES AND 360 DEGREES. HANDADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6IN.POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSUREREGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 33 45 RAIN BIRD R-VAN24 1806-S-P45-FTURF ROTARY, 17FT.-24FT. 45-270 DEGREES AND 360 DEGREES. HANDADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6IN.POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSUREREGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 24 45 RAIN BIRD 1804-1400 FLOODFLOOD BUBBLER 4.0IN. POPUP, INSTALL W/ PA-80 ADAPTER.40 20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTYAREA TO RECEIVE DRIPLINERAIN BIRD XFCV-09-12XFCV ON-SURFACE LANDSCAPE DRIPLINE WITH A HEAVY-DUTY 3.5 PSICHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALSSPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULARPATTERN. GREAT FOR ELEVATION CHANGE. SPECIFY XF INSERTFITTINGS. 4,245 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PGA GLOBE 1"1IN., 1-1/2IN., 2IN. ELECTRIC MASTER VALVE, GLOBE.1 RAIN BIRD ESPLXME2-LXMM W/ (1) ESPLXMSM1224 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER.(1)ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNTENCLOSURE W/ (1) ESPLXMSM12 - 12-STATION EXPANSION MODULES.INSTALL IN LXMM POWDER COATED, METAL WALL-MOUNTED CABINET. 1 RAIN BIRD RAINGAUGERAIN SENSOR FOR MAXICOM OR SITECONTROL. CUSTOMIZES WEATHERDATA BY PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, ANDSENDING TO CENTRAL CONTROLLER DAILY. 1 RAIN BIRD FS-150-P1-1/2IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATINGRANGE 5.0 GPM TO 100.0 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPESIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) | LXD |LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR ANDOFFSET. INSTALL IN RAIN BIRD VALVE BOX. 1 POINT OF CONNECTION 1"1 IRRIGATION MAINLINE: PVC SCHEDULE 40 1,067 LF PIPE SLEEVE: PVC SCHEDULE 40 249.5 LF MCV C RS FS POC IRRIGATION SCHEDULE FLOW TOTALSArea for Dripline:63.7Bubbler:40Turf Rotary:124.5Total:228.2 GPM This document together with the concepts and designs presented herein as an instrument of service is intended only for the specific purpose and clientfor which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates Inc shall be without liability to Kimley-Horn and Associates Inc BY DA T E AS S H O W N RE V I S I O N S No. DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 200 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's R ©202 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 IR R I G A T I O N P L A N L200 NO R T H IRRIGATION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENTQUANTITIES, ETC. PRIOR TO BEGINNING WORK. 2. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES INPLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 3. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONSTO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 4. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERALREQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATIONCONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETSGOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOROBTAINING ANY NECESSARY PERMITS OR APPROVALS. 5. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION, SLIGHTFIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 6. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFOREBEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPEARCHITECT IF AVAILABLE WATER PRESSURE WILL NOT ALLOW SYSTEMMODIFICATION TO BE POSSIBLE. 7. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE ABACKFLOW PREVENTER INSTALLED PER UTILITY PROVIDER REQUIREMENTS. 8. WHERE APPLICABLE, IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETECOVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS. 9. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOTTRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 10. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATIONCONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATIONLINES ARE TO BE PLACED IN SEPARATE SLEEVES. 11. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FORIRRIGATION SYSTEM WITH OWNER'S REPRESENTATIVE. 12. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLYWATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 13. CONTRACTOR TO PROVIDE PERMANENT BENCH-MARKS ON ALL CURB LINES ATRELATED SLEEVE LOCATIONS (TYP). 14. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED TO MINIMIZE ROOTDISTURBANCE IN EXISTING TREES. 15. IRRIGATION SPRAYS AND ROTORS ARE NOT COMBINED ON THE SAME CONTROLVALVE CIRCUIT - LANDSCAPE BEDS AND TURF ON SEPARATE CIRCUITS. 16. MATCH PRECIPITATION RATES WITH ANY HEADS THAT ARE REPLACED. NOTE: DURING THE CONSTRUCTION PHASE, PLEASE BEADVISED THAT THE PIPE AND METER SIZES MAY NEED TOBE UPSIZED BASED ON ACTUAL SITE CONDITIONS ANDWATER DEMAND REQUIREMENTS. ENSURE TO REVIEWAND ADJUST THE SIZING AS NECESSARY TO MEET THEIRRIGATION SYSTEM'S PERFORMANCE STANDARDS ANDEFFICIENCY. A NILORACHTRON K Y ED.BA H ED LANDSCAPE KKKKKKKKKK YYYYYYYYYYYYYY ED.BA HHHHHHH 07/11/2025 MEMORANDUM To: New Hanover County Technical Review Committee Date: August 7, 2025 Subject: West Bay and Commercial NCDOT Projects: • U-4902D- SR 1403 Middle Sound Loop Road to SR 2290 Mendenhall Drive / SR 2743 Marsh Oaks Drive construct access management improvements. Is in direct proximity of this sites location. WMPO 2045 MTP Projects: • U-4902D is also included in the WMPO 2450 MTP. New Hanover County Projects: • N/A TIA: Label the proposed buildings with the proper ITE trip generation code. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Office (710) 4,200 SF 48 6 6 General Office (710) 2,400 SF 26 4 3