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Home My WebLink AboutSeabreeze Cottages Performance Residential TRC Comments Compiled Seabreeze Townhomes – Major Subdivision – TRC Review Page | 1 To: Jennifer Williams, Nichols Engineering – jenn@nicholsengpllc.com From: Robert Farrell, Development Review Supervisor Date: July 3rd TRC Review PID#: R07616-003-033-000 R07616-003-004-000 R07616-003-032-000 R07616-003-003-001 R07616-000-039-000 Egov# SUBPP-24-0003 Subject: Seabreeze Cottages Preliminary Plat TRC Review The following comments have been received for the July 3, 2024 TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Robert Farrell (910) 798-7164 1. General Comments a. Property was rezoned to a Conditional R-5 district on September 5, 2023 for a maximum of 46 dwelling units consisting of a mix of single family and attached dwelling units. b. Please include the list of required conditions as notes somewhere in the plans. The plan was approved with five (5) conditions: i. The project as shown on the submitted site plan shall be developed with water and sewer connections to a private wastewater system. Private wells and septic systems are not allowed for residential development as contemplated on the site plan. ii. As identified on the site plan, certain existing trees onsite will not be removed. iii. The zoning approval and development contemplated therein shall not impact the current and future lot owners of the following parcels, R08518-001-014-004, R08518-001-015-000, and R08518-001-015-002, right to use the access easement Seabreeze Townhomes – Major Subdivision – TRC Review Page | 2 shown on the concept plan, nor shall the zoning approval and development contemplated therein create any additional financial burden on those lot owners to contribute to the cost of maintenance for the access road. iv. The northern terminus of the access easement shall be designated for public use to allow potential future connection to and through adjoining parcels to Seabreeze Road. v. All stormwater management areas shown on the concept plan shall be required. Changes to the general shape of the basins as required by essential site improvements may be accepted administratively by Planning staff. c. To meet Condition 4 a public access easement will need to be shown at the end of the road. 2. UDO Section 5.1, Parking and Loading a. The Site Data table on C-001 states N/A for required parking. Single family dwellings require a minimum of 2 parking spaces. The preliminary plat shows the driveways for each unit. Will the driveways be sufficient to accommodate 2 vehicles or will there also be garages for vehicle storage? 3. UDO Section 5.3, Tree Retention a. Based on the tree table on page CD 101 all trees identified on site are Significant trees. Mitigation will be required for any removed trees. Mitigation can be met with additional tree planting or payment into the tree fund. b. Submit a tree removal permit application to initiate a separate tree removal permit. Tree removal is necessary before land disturbance permits may be issued. c. Please confirm that Tree T3 will be able to remain in the well site area. Seabreeze Townhomes – Major Subdivision – TRC Review Page | 3 4. UDO Section 5.4, Landscaping and Buffering a. Per UDO Section 5.4.1.A, Single family lots less than 2 acres are not required to meet landscaping requirements. 5. UDO Section 5.5, Lighting a. Are streetlights included as part of the project? b. If streetlights are proposed note a lighting plan will be required. The lighting plan is not required at time of TRC approval however will be required prior to approval of a final plat. See below excerpt from Section 5.5.3: i. Information about the exterior lighting for the site that demonstrates compliance with the standards in this section shall be submitted in conjunction with an application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first, approved no later than at time of construction plan approval. 6. UDO Section 5.6, Signs a. If there are any new signs proposed for this development, please apply for sign permits prior to installation. 7. UDO Section 5.7, Conservation Resources a. New Hanover County Conservation Resource Overlay map indicates there are Pocosin conservation resources on the property however they are not underlaid by Class IV soils. Because the Pocosin resources is not underlaid with Class IV soils the Conservation Resource standards do not apply. 8. UDO Section 5.8 Open Space Requirements a. A minimum 20% open space is required for performance residential developments. b. The open space areas are highlighted on the plans however please include a note specifying the total acreage and percent open space included on project. 9. UDO Article 6, Subdivision Design and Improvements. a. Section 6.2.2.A.6.g Street Connectivity Standards requires a minimum link to node connectivity ratio of 1.40. The proposed project has 11 links and 7 nodes for a ratio of 1.57. b. Section 6.3.3.J.d requires sidewalks on both sides of the road for property developed in the R-5 district. The sidewalks should be shown and labeled on the preliminary plat. c. Are any traffic calming devices proposed as part of the project? Seabreeze Townhomes – Major Subdivision – TRC Review Page | 4 i. If traffic calming devices are proposed, they will need to be shown on the plat and reviewed by the TRC. NHC Fire Services, Sunnie Batson 910-798-7464 1. Please see attached PDF. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please digitally submit the permit applications documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/251/Stormwater and https://www.nhcgov.com/249/Sediment- Erosion-Control. 2. What are the total impacts to the existing wetlands? 3. The proposed fill at the existing tree north of parcel 46 and adjacent 8 will require tree removal and thereby not meet condition #2 of the rezoning. 4. How will the offsite drainage coming from the NE be routed through the site or is the intent to let in pond near the proposed well? Should it be routed through the site, the conveyance measures shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction within this offsite drainage conveyance measure that will be maintained by the county will need to be observed during construction by Stormwater Services and a turnover meeting scheduled once the system is ready to be conveyed to the county. Please add a plan note to ensure county construction observation and a turnover meeting occurs. Note, should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure. 5. Is it the intent for the offsite drainage from the SE to be routed to the SCMs? 6. Depending on subsurface investigation, the 100 year pre and post storm attenuation may be required for the site by the DOT. Therefore, it is highly recommended contact be made with the NCDOT drainage division should the discharge from the entire parcel be directed to South Seabreeze Road roadside ditch. Historical drainage patterns have the half the parcel going to Seabreeze Road and the other half going to Salt Spray Lane. 7. The resulting changes to the watershed from both offsite and onsite drainage appears to impact adjacent and downstream property owners. Therefore, and in accordance with NHC Stormwater Ordinance, Section 7.8.B, last paragraph, a stormwater impact analysis will be required for the culvert under Seabreeze Road. Please have the designer of record contact our office prior to initiating the analysis once the final proposed drainage/grading intent is determined. Seabreeze Townhomes – Major Subdivision – TRC Review Page | 5 8. The offsite utility easement to the NW should be expanded to provide stormwater conveyance to Seabreeze Road as there are no drainage conveyance measures immediately adjacent the site. 9. Please contact the State for the stormwater permit modification requirements. It is assumed a high density permit will be required NHC Environmental Health, Dustin Fenske 910-798-6732 1. Wells for old homes identified on page 3 of the submitted plans must be identified, protected and abandoned properly by a certified well driller. Proposed sewer infrastructure and storm water improvements must maintain setbacks to existing well heads for homes located on Seabreeze Rd. and Roscoe Freeman Ave. 2. Site Plan identifies a well as a water source for this development. This well must have permits issued by NC DEQ Public Water Supply Section. 3. Site plan reflects connection to a public sewer system. Sewer manholes and force mains must maintain setbacks to surrounding properties well heads. Old septic tanks for existing homes identified on page 3 of the plans must have the septic tanks pumped, crushed and filled. NHC Addressing, Katherine May 910-798-7443 1. Two street names are required. Please contact me with the street name suggestions prior to TRC approval. 2. Addresses will be assigned following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. There is no CFPUA water and sewer available. NCDOT, Nick Drees 910-343-3915 1. Please see attached PDF. WMPO, Scott James 910-473-5130 1. Comments forthcoming. Seabreeze Townhomes – Major Subdivision – TRC Review Page | 6 Army Corps of Engineers, Brad Shaver 910-251-4611 1. Myrtle Sound has been issued a jurisdictional determination that included non-jurisdictional wetlands and a jurisdictional stream channel. If the development makes impacts into the stream channel a permit will be necessary. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County TRC Plan Review - 2018 NC Fire Code Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26 SUBPP-24-0006 Seabreeze Townhomes New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County Required for Plan Review Submittal • 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 Fire Marshal’s Office. 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. • Per NCFC 503.6, submit for review the details and manufacturer information for the gate across the fire department access road. • 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. This report shall be submitted by a P.E. and include the stamp of the submitting individual on the report. Accessibility • 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). • Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). • Fire apparatus access roads that access commercial buildings greater than 30 feet in height are to be a minimum of 26 feet wide, be capable of handling the weight of aerial fire apparatus (100,000 lbs.) and be passable in all weather conditions. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking is desired the minimum road width shall be increased, contact the fire code official for further information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall. Commercial buildings shall have fire lanes marked (Chapter 5) • A secondary fire apparatus access road may be required if an impairment of a single fire apparatus access road would limit access under emergency conditions. Secondary access may also be required to facilitate evacuation during a natural or man-made disaster Chapter 5 and Appendix D). • Gates on fire apparatus access roads are discouraged due to the delay in response. If gated access is deemed necessary it shall be either staffed with personnel 24 hours per day every day, 365 days of the year or must include KNOX key bypass switch and siren activation (both). (Chapter 5). • Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated during the Technical Review (TRC). • 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. Water Supply (Chapter 5 and Appendix C) • If a water supply is required for fire protection a fire hydrant system or other means approved by the fire code official must be present prior to beginning construction and be maintained operable during the construction period. (For construction, fire dept. water shuttle counts as long there is a fill site within range) • An engineered fire flow calculation indicating the available fire flow shall be submitted to the Fire Marshal’s Office during plans review. • If an approved water supply capable of supplying the required fire flow for fire protection is available, fire hydrants shall be provided. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • Fire Hydrants o All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Further information on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. o All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. o Fire hydrants in general residential areas shall be installed so that all insured properties are within 500 feet of a hydrant (hydrant spacing approximately 1000 feet apart along a fire apparatus access road, installed at intersections where possible). The first fire hydrant should be installed at or near the entrance to the residential area. o Fire hydrants should be located 50 feet or more from the structure they protect. Construction / Demolition o All construction and demolition operations must comply with Chapter 33. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: June 13, 2024 Subject: SB Cottages – 7641 Carolina Beach Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). x It is recommended that you reach out to the NCDOT District Office prior to submitting plans to avoid a redesign of the proposed utilities. x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. 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 An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Site Plan Comments: Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. The concrete curb should stop at the right od way line. You can coordinate with the district office with any questions 910-398-9100. Mailing Address: NCDEPARTMENTOFTRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03COURIER Telephone:910-398-9100 CustomerService:1-877-368-4968 Website:ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉǇŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉǆ /ŶƚŚĞŶŽƚŝĨǇĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first)Additional site plan requirement details can be found in section 2 of this document. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂǇŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂǇƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞǆĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚǇŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂǇŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂǇďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3 %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated /20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďǇƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞǇǁŝƚŚŝŶƚŚĞĞǆŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚǇůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚǇĚƌĂƵůŝĐƐƵƌǀĞǇĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂǇWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚǇŵĂǇďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůǇdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂǇďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚǇƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂǇ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞǆŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůǇ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞǇƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ © 2024 Microsoft Corporation © 2023 TomTom CA R O L I N A B E A C H R O A D U.S . 4 2 1 (P U B L I C ) VICINITY MAP NTS PROJECT SITE SITE 1"=100' RE V I S I O N DA T E NO . DATE: SCALE DRAWN: CHECKED: PROJECT NO.: SHEET: 05/28/2024 JAT ZN SB C O T T A G E S MU L T I - F A M I L Y T O W N H O M E S P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DE S I G N P L A N S 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C DA T A A P P R O X I M A T E D CO V E R S H E E T C-001 CLIENT SB COTTAGES INVESTMENT, LLC WES RYNOLDS - MANAGER 4004 NC 55 HWY CARY, NC 27519 PHONE: (919)420-7801 EMAIL: WREYNOLDS@MC1.BIZ SURVEYOR MICHAEL UNDERWOOD AND ASSOCIATES, PA 102 CINEMA DRIVE, SUITE A WILMINGTON, NC 28403 PHONE: (910) 815-0650 EMAIL: MUA-OFFICE@MUA-PA.COM DESIGNER CONTACT: ZACHRY L. NICHOLS, JR. NICHOLS ENGINEERING PLLC 400 CARL ST. SUITE 101, WILMINGTON, NC 28405 ZACK@NICHOLSENGPLLC.COM OFFICE 910.945.9941 PARCELS R08518-001-000 (1.95 AC) R08518-001-014-004 (0.28 AC) R08518-001-014-003 (2.43 AC) R08518-001-014-001 (1.5 AC) R08518-001-014-002 (1.49 AC) SB COTTAGES NEW HANOVER COUNTY, NC for SB COTTAGES INVESTMENT, LLC PROJECT INFORMATION SITE DATA PROJECT ADDRESS TOTAL PROPERTY ACREAGE PROPERTY OWNER ZONING PROPOSED USE SETBACKS FRONT SIDE INTERIOR REAR PROPOSED STRUCTURES PROPOSED NUMBER OF BUILDINGS BUILDING SQUARE FOOTAGE BUILDING HEIGHT CONSTRUCTION TYPE BUILDING COVERAGE IMPERVIOUS COVERAGE EXISTING PROPOSED PROPOSED OFFSITE DISTURBED AREA SITE DATA PARKING ADA COMPLIANT 7641, 7645, AND 7647 CAROLINA 7.65 AC SB COTTAGES INVESTMENT, LLC 20 FT PERFORMANCE 20 FT PERFORMANCE 20 FT PERFORMANCE 46 -- -- N/A N/A N/A N/A REQUIRED PROVIDED GENERAL NOTESGENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS FROM THE LATEST EDITION OF NEW HANOVER COUNTY SPECIFICATIONS AND DETAILS. 2. ALL SITE WORK, AT A MINIMUM, SHALL BE PERFORMED IN ACCORDANCE WITH THE 2024 NCDOT ROADWAY STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS OTHERWISE NOTED OR DIRECTED. 3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC 811 OR THE APPROPRIATE UTILITY COMPANIES PRIOR TO ANY EXCAVATION. 4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ANY EXISTING ON SITE ITEMS AS SHOWN ON THE DEMO PLAN, ABOVE AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION. 5. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH CURRENT OSHA REGULATIONS. 6. THE CONTRACTOR SHALL GRADE, SEED, AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS. 7. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES. 8. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND OWNER PRIOR TO INSTALLATION/CONSTRUCTION. 9. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S, AND FINISHED SURFACES TO ENSURE THAT MINIMUM SLOPE AND COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION. 10. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE. OFFSITE BORROW OR WASTE MAY BE REQUIRED. 11. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY. ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III. 12. NEW SIGNS REQUIRE ZONING COMPLIANCE AND BUILDING PERMITS PER UDO. A PERMIT IS REQUIRED FOR THE SITE IDENTIFICATION SIGN. SIGN SHALL MEET NEW HANOVER COUNTY STANDARDS. 13. NO ADDITIONAL OUTDOOR LIGHTING IS PROPOSED. NEW LIGHTING REQUIRES ADDITIONAL PLANS AND PERMITS TO ENSURE COMPLIANCE WITH UDO. NEW HANOVER COUNTY R-5 (CZD) R-5 (CZD) 1352 SQ. FT. EACH 40' MAX N/A 62,192 SQ. FT. 120,360.9 SQ. FT. -- BEACH RD INDEX OF SHEETS C-001 COVER C-002 SHEET INDEX CD101 EXISTING CONDITIONS AND DEMOLITION PLAN CS101 SITE AND DIMENSIONING PLAN CS201 PLAN AND PROFILE ALIGNMENT A CS202 PLAN AND PROFILE ALIGNMENT A CS203 PLAN AND PROFILE SEWER CONNECTION CS204 PLAN AND PROFILE ALIGNMENT B CS205 PLAN AND PROFILE ALIGNMENT C CS206 PLAN AND PROFILE ALIGNMENT D CS207 PLAN AND PROFILE ALIGNMENT E C-501 NOTES AND DETAILS C-502 NOTES AND DETAILS C-503 NOTES AND DETAILS C-504 NOTES AND DETAILS C-505 NOTES AND DETAILS C-506 NOTES AND DETAILS C-507 NOTES AND DETAILS PROJECT SITE CA R O L I N A B E A C H R O A D U. 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NORTHING=115707.66 EASTING=2333659.97 EEE 2'2'2 S1S1S1S1S """"0"0"0""000" 35.62552352 °111'1°1° 1°11' 1111 1 11°1 4018.40.18.40.0 35 6 0 3 1118 4418411'11 111118 PROPOSED WELL RADIUS PROPOSED 20' WIDE ACCESS ROAD 26.0' 52.0' 52.0' 26.0' 52.0' 26.0' 52.0' 18.0'16.0' 20.0' 40.0' 26.0' 52.0' 20.0' 20.0' 36.7' 37.1' 51.5' 20.0' 20.0' 20.0' 26.0' 52.0' 30.1' 12.3' 20.0' R15.0' R15.0' R10.0' R69.9' R50.0' R5.0' R15.0' R30.0' R30.0' R15.0'R15.0' R10.0' R10.0' R45.0' R25.0' R25.0' R15.0' R45.0' R25.0' R15.0' R15.0' 26.0' 52.0' 16.0' PROPOSED 20' UTILITY EASEMENT 20.0' 45.1' R110.0' R90.0'18.0' 70.0' 18.0' 95.4' 20.0' 18.0' 10.7' PROPOSED OPEN GREENSPACE (TYP.) 20.0' 26.0' N1 2 ° 2 8 ' 5 6 . 9 1 " E 12 6 . 8 8 ' N89° 25' 08.30"E 351.63'20.0' PROPOSED 20' UTILITY EASEMENT EXISTING SS MANHOLE RIM EL = 10.61' INV = 1.11' PROPOSED 20' UTILITY EASEMENT RIM EL = 10.61 INV = 1.11' RE V I S I O N DA T E NO . DATE: SCALE DRAWN: CHECKED: PROJECT NO.: SHEET: 05/28/2024 JAT ZN SB C O T T A G E S MU L T I - F A M I L Y T O W N H O M E S P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DE S I G N P L A N S 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C DA T A A P P R O X I M A T E D SI T E A N D DI M E N S I O N I N G P L A N CS101 LEGEND 0 SCALE IN FEET 1"= 12080402040 40 N.C.GRID (NAD83 / NS RS2011) VERTICAL DATUM NAVD88 (GEOID 18) PERFORMANCE BUFFER ROAD CENTERLINE DRIVEWAY GREEN SPACE NOTES TOTAL PROPOSED IMPERVIOUS = 128,360.9 SQ. FT. TOTAL PROPOSED PERVIOUS = 208,542.6 SQ. FT. MA T C H L I N E A MA T C H L I N E A 20.0' PROPOSED CONTOUR 1' EXISTING CONTOUR 1'