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Home My WebLink AboutWQ0045044_More Information Received_20240327Initial Review Reviewer nathaniel.thornburg Is this submittal an application? (Excluding additional information.) * Yes No If not an application what is the submittal type?* Annual Report Residual Annual Report Additional Information Other Permit Number (IR) * W00045044 Applicant/Permittee Town of Holly Springs Email Notifications Does this need review by the hydrogeologist? * Yes No Regional Office CO Reviewer Admin Reviewer Submittal Form Project Contact Information Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence. ...................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... .. Name* Emily Koncz Email Address* emily.koncz@hollyspringsnc.gov Project Information Application/Document Type* New (Fee Required) Modification - Major (Fee Required) Renewal with Major Modification (Fee Required) Annual Report Additional Information Other Phone Number* 9195572933 Modification - Minor Renewal GW-59, NDMR, NDMLR, NDAR-1, N DAR-2 Residual Annual Report Change of Ownership We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form. https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report Permit Type:* Wastewater Irrigation High -Rate Infiltration Other Wastewater Reclaimed Water Closed -Loop Recycle Residuals Single -Family Residence Wastewater Other Irrigation Permit Number:* WQ0045044 Has Current Existing permit number Applicant/Permittee Address* 128 S Main St Facility Name* Carolina Springs - Phase 2, Sections 6-10 RWDL Please provide comments/notes on your current submittal below. Additional information requested. At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg at nathaniel.thornburg@ncdenr.gov. Please attach all information required or requested for this submittal to be reviewed here. (Application Form, Engineering Plans, Specifications, Calculations, Etc.) Additional Information Submission WQ0045044.pdf 226.76MB Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger than upload limit. * By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts of the application in correct order (as specified by the application). Mail payment to: NCDEQ — Division of Water Resources Attn: Non -Discharge Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Signature Submission Date 3/26/2024 3017 07.24.23 Utilities and Infrastructure Services P.O. Box 8  128 S. Main Street  Holly Springs, NC 27540  www.hollyspringsnc.gov December 6, 2023 NCDEQ – Division of Water Resources Water Quality Permitting Section, Non-Discharge Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Re: Holly Springs Reclaimed Water Distribution System Extension Request; Application for Approval Project: RECLAIMED Water – Carolina Springs Ph 2 Sections 6-10 Dear Sir or Madam: Please find enclosed the following items in application for a RECLAIMED water extension permit to the Town of Holly Springs’ existing reclaimed water distribution system:  One copy of the State application  One copy of Instructions  One copy of the locally-required Reclaimed Water Extension Design and Application Certification (Form 3016)  One copy of the Town Engineering Design and Construction Standards Reclaimed Water Distribution System Section - to be used for the project in conjunction with the State's extension standards  One copy of No Impact Letter  One copy of plats Feel free to contact me at 919-577-3150 should you have any questions or need additional information in order to process this application. Sincerely, Kendra D. Parrish, P.E., C.F.M Executive Director of Utilities and Infrastructure Services KDP/ek cc: Project Consultant Engineer, Curt Blazier Rachel Jones, Utility Engineer Catherine Jacobs, Development Engineering Manager Seann Byrd, Deputy Director of Water Resources DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD Rachel Jones Catherine Jacobs 3017 07.24.23 Utilities and Infrastructure Services P.O. Box 8  128 S. Main Street  Holly Springs, NC 27540  www.hollyspringsnc.gov Project file/paper/electronic/Correspondence # <next correspondence number> DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD WithersRavenel Our People. Your Success. October 23, 2023 NC DEQ 1628 Mail Service Center Raleigh, NC 27699-1628 RE: Carolina Springs – Phase 2 – Sections 6-10 – Reclaimed Water System Dear Sir or Madam: This letter is to serve as a request to permit the reclaimed water system of a project in Holly Springs. The proposed development consists of approximately 8,865 LF of 6” C900 PVC reclaimed water. Attached please find revised applications: RWPI 06-16, RWDL 06-16, along with Developer Certification of Ownership and Reclaimed Water Distribution Extension Design & Application Certification. If you have any questions or need any additional information, please feel free to contact me at 919-238- 0361. Sincerely WithersRavenel Curt Blazier, P.E. Director of Engineering, Design + Planning 115 MacKenan Drive | Cary, NC 27511 t: 919.469.3340 | f: 919.467.6008 | www.withersravenel.com | License No. C-0832 Cary | Greensboro | Pittsboro | Raleigh | Wilmington DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD 3016 . Utilities and Infrastructure Services 01.25.21 P.O. Box 8  128 S. Main Street  Holly Springs, NC 27540  www.hollyspringsnc.gov DO NOT SUBMIT RECLAIMED WATER EXTENSION APPLICATION UNTIL CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF! RECLAIMED Water Distribution Extension Design & Application Certification Note: This form must be submitted with Permits for Extensions to the Town of Holly Springs RECLAIMED Water System Project: Design Engineer: Address: Phone Number: Email: Date Complete Application Package Received by Town: Date Approved: (by RJ) (by KDP) (by CJ) As design engineer for this project, I certify the following (please check (x) each applicable box): ❑ That the design of the project is in complete conformance with Town of Holly Springs Engineering Design and Construction Standards and the State of North Carolina NC DEQ. ❑ That each of the following items are completed and enclosed for submittal to the State for a RECLAIMED Water Distribution System Permit: ❑ One copy of Reclaimed Instructions ❑ One copy of a Reclaimed Water extension permit application for the project ❑ One set of sealed construction drawings, as approved by the Town of Holly Springs. All comments by the Town of Holly Springs are addressed and reflected on the plans. In addition, the plans must include all of the information required per Section 15A NCAC 2T.0100 and .0900. ❑ Owner Certification Letter ❑ A check for Town processing fee is enclosed ❑ A check to NC DEQ is enclosed Design Engineer’s Signature _______________________________ Date For your information, a copy of the Town’s Engineering Design and Construction Standards (RECLAIMED Water Distribution System Section 11.00) will be forwarded to the State along with these plans. Please contact Emily Koncz at emily.koncz@hollyspringsnc.gov if you have any questions. x x x x x x x x Carolina Springs Phase 2, Sections 6-10 WithersRavenel, Inc / Curtis M Blazier, PE 115 Mackenan Drive, Cary, NC 27511 919-469-3340 cblazier@withersravenel.com 10/23/2023 DocuSign Envelope ID: 3A7319F8-BB58-48FD-AB3D-7D4DA76257C9DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD 12/15/2023 DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD Technical Memorandum Page 2 DMP 220058 The following is a summary of the demand calculation for the Carolina Springs Phase 1 Development:  372 units (calculated from drawings received from TOHS)  QIP = Peak Demand (gpm) = 0.419*A*I*P*C*R/1440  A = Lot size in SF (6,400)  I = Irrigable Area (50%)  N = Number of Lots (372)  0.419 = Irrigation Factor equivalent to 1.0” per week(.133/1.5)*Peaking Factor of 4.7  DMP assumed 65% connected for the modeling scenario.  Demand = 0.6 GPM/Lot or 225 GPM Modeling Results: Carolina Springs Phase 2 PUD was modeled as all 6” RCWL piping with new taps on the proposed 12” RCWL along Woods Creek Road, which will be extended as part of this project. The third area is extending lines in the previously approved Phase 1 area. The model assumes that the improvements recommended for full build out of Phase 1 will be completed prior to the completion of Phase 2. The model also assumed that the developments proposed and approved prior, as outlined under Reclaimed Model Setup, are active and in service. Based on the above described model setup, several scenarios were modeled and are described with their results summarized as follows: Scenario 1: Base System (CS PUD Ph 2, all areas) This Scenario assumes full build out all Sub-phases in Phase 1 and all areas for Phase 2.  Existing 6” RCWL from New Hill Road to Ivy Arbor Way  New 12” RCWL installed from Ivy Arbor Way to Ingenco  Existing 12” RCWL to Twelve Oaks Phase 9 (Stephenson)  New 12” RCWL to serve Carolina Springs PUD  Results: Pressures are above 45 psi, which is the target system requirement minimum pressure. Feasible - Does meet the Project Objectives Summary For Carolina Springs PUD Phase 2, the model was setup as described above. One scenario was modeled and pressures within the Development are satisfactory and meet the requirements of the Town’s RCW System. These results indicate that the proposed project meets the objectives of the system. One system component that should be monitored as part of the build-out for Carolina Springs PUD is the impact on the previously approved Twelve Oaks Phase 09. This system was designed to be installed with master meters, which require a 70 psi minimum, based on design information supplied to DMP at the time of review for Twelve Oaks Phase 09. With significant demands being placed on the system adjacent to and north of these master meters could potentially have impact on the operation of this system. Attached are the following documents: Exhibit: Active System Exhibit: Scenario 1 P:\2022\220058\Technical Memo\220058 Technical Memo for Carolina Springs Phase 2 PUD - FINAL 2022-05-23.docx DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD s s! !!!! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! !! !! ! ! !! !! ! ! ! ! ! ! !!!! ! ! !! ! ! ! ! !!! !!! ! ! ! ! ! !! !! !!!! ! !!! ! !! ! ! !!!! ! ! !! !!! !! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! !!! !! ! ! ! !! ! ! ! ! ! ! ! ! !!! ! ! ! ! ! !! ! ! ! !! ! !! ! ! ! ! ! !! ! ! ! ! ! ! !!! ! !! ! ! ! !! ! ! ! !! ! ! ! ! ! ! ! ! !! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! !! !! ! ! !! ! ! ! !! ! !! !! !! !!! ! ! ! ! !! ! !! ! !! ! ! ! ! ! ! ! Sources: Esri, HERE, DeLorme, TomTom, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, EsriJapan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community t Hydraulic Analysis Map forCarolina Springs PUD Phase 2 - 1st ReviewActive System Legend s reservoirs Tank IS_ACTIVE? ! Pipes Diamter 4 6 8 10 12 16 1,500 0 1,500 3,000 4,500750Feet 1 inch = 1,907 feet Document Path: P:\2022\220058\GIS\Carolina Springs PUD Ph 2 - 1st Review Analysis Map - Active System Exhibit.mxd DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! !!! !! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! J-900 J-911 J-924J-936J-937 J-938 J-1004 J-1005 J-1006 J-1007 J-1008 J-1009 J-1010 J-1011 J-1012 J-1013 J-1014 J-1015 J-1016J-1017 J-1018J-1019J-1020 J-1021 J-1022 J-1022 J-1023 J-1024 J-1025J-1026 J-1027 J-1028 J-1029 J-1030 J-1031 J-1032 J-1033 J-1036 J-1037 J-1038 Phase 09: Entrance 02 Phase 09 Transmission Node 01 Phase 09 Transmission Node 01 6 1 2 66 6 1 2 6 12 6 6 1 2 6 6 6 6 12 6 6 6 12 6 6 6 6 6 6 66 6 12 6 6 6 6 6 6 6 6 66 6 6 6 6 6 1 2 6 66 6 6 6 Sources: Esri, HERE, DeLorme, TomTom, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, EsriJapan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community t Hydraulic Analysis Map for Carolina Springs Phase 2 PUD - 1st ReviewScenario 1 Legend Tank SCENARIO 1 PRESSURES Range !-13.600000 - 0.000000 !0.000001 - 20.000000 !20.000001 - 40.000000 !40.000001 - 60.000000 !60.000001 - 80.000000 !80.000001 - 100.000000 500 0 500 1,000 1,500250Feet 1 inch = 500 feet Document Path: P:\2022\220058\GIS\Carolina Springs PUD Ph 2 - 1st Review Analysis Map - Scenario 1 Exhibit.mxd CAROLINA SPRINGS PUDPHASES 1 & 2 DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD DocuSign Envelope ID: 89DDA434-C83E-491B-A4EC-F3CCA2D43BE7 11/7/2023 DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02U – RECLAIMED WATER SYSTEMS – DISTRIBUTION LINES INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION Page 1 of 2 Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional information requested. Failure to submit all of the required items will lead to additional processing and review time for the permit application. For more information, visit the Water Quality Permitting Section’s Non-Discharge Permitting Unit website General – This application is for projects involving the construction of reclaimed water distribution lines that will supply reclaimed water for conjunctive use activities. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation. Do not submit this application without an associated Reclaimed Water Project Information (FORM: RWPI) form. A. Reclaimed Water Distribution Lines (FORM: RWDL 06-16) Application (All application packages): Submit the completed and appropriately executed Reclaimed Water Distribution Lines (FORM: RWDL 06-16) form. Please do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer. The system name in Item II.1. shall be consistent with the user name on the plans, specifications, agreements, etc. The Professional Engineer’s Certification on Page 5 of this form shall be signed, sealed and dated by a North Carolina licensed Professional Engineer. The Applicant’s Certification on Page 5 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship; and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a municipal, state, or other public entity. An alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b). B. Property Ownership Documentation (All Application Packages): Per 15A NCAC 02U .0201(e) or 15A NCAC 02U .0202(f), the Applicant shall demonstrate that they are the owner of the property where the reclaimed water lines will be installed. Documentation shall consist of one of the following (or a combination of): Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or An easement specifically indicating the intended use of the property and meeting the requirements of 15A NCAC 02L .0107(f), (i.e. municipality right of way) or A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat or survey map. DocuSign Envelope ID: 001F21B0-F29C-494A-AF9D-D3F78B195CFCDocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2 C. Engineering Plans (All Application Packages): Per 15A NCAC 02U .0201(c)(1) or .0202(c), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a North Carolina licensed Professional Engineer. At a minimum, the engineering plans shall include the following items: Table of contents. A general location map with at least two geographic references and a vicinity map. Plan and profile views of all pump stations and reclaimed water line extensions as well as the proximity of the reclaimed water line extensions to other utilities and natural features. Depict minimum separation distances required by 15A NCAC 02U .0403(h), (i), and 15A NCAC 02T .0305). Minimum cover in accordance with 15A NCAC 02T .0305(g)(4). Location and details of all pump stations. All labeling and color coding requirements per 15A NCAC 02U .0403. Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION. D. Specifications (All Application Packages): Per 15A NCAC 02U .0201(c) or .0202(c), submit specifications that have been signed, sealed and dated by a North Carolina licensed Professional Engineer. At a minimum, the specifications shall include the following items: Specifications for standard equipment may be omitted for municipalities with approved standard specifications. Use of standard specifications must be noted on each page of the plans. Table of contents with each section/page numbered. Detailed specifications for each reclaimed water line and pump station (as applicable). Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.) Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.) Electrical (i.e., control panels) All labeling and color coding requirements per 15A NCAC 02U .0403. Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION. E. Engineering Calculations (All Application Packages): Per 15A NCAC 02U .0201(c) or .0202(c), submit calculations that have been signed, sealed and dated by a North Carolina licensed Professional Engineer. At a minimum, the calculations shall include the following items: Provide justification for the required pipe capacity, and details for how pipe sizes were determined. Minimum velocities to be maintained in the reclaimed water line. Friction/total dynamic head calculations and system curve analysis for each pump used. Pump selection information including pump curves, manufacturer’s information, and recommended installation guidelines. Detailed specifications for each reclaimed water line and pump station (as applicable). Floatation calculations for any pump stations entirely or partially below grade. For connection to a pump station, submit an evaluation of the existing pump station’s ability to handle peak flows. Provide calculations to detail how peak flows were determined. For connection to a force main, submit an evaluation of the existing force main based on peak flows to the proposed project and peak flows already tributary to the existing force main. ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO: NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES WATER QUALITY PERMITTING SECTION NON-DISCHARGE PERMITTING UNIT By U.S. Postal Service: By Courier/Special Delivery: 1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604 TELEPHONE NUMBER: (919) 807-6464 FAX NUMBER: (919) 807-6496 DocuSign Envelope ID: 001F21B0-F29C-494A-AF9D-D3F78B195CFCDocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD FORM: RWDL 06-16 Page 1 of 5 State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02U – RECLAIMED WATER SYSTEMS – DISTRIBUTION LINES FORM: RWDL 06-16 I. CONTACT INFORMATION: 1. Applicant's name: Town of Holly Springs Mailing address: 128 South Main Street City: Holly Springs State: NC Zip: 27540- Telephone number: (919) 577-3150 Email Address: emily.koncz@hollyspringsnc.gov 2. Signature authority’s name: Kendra Parrish (per 15A NCAC 02T .0106) Title: Executive Director of Utilities 3. and Infrastructure 4. Consulting Engineer’s name: Curt Blazier License Number: 033840 Firm: WithersRavenel Mailing address: 115 MacKenan Drive City: Cary State: NC Zip: 27511- Telephone number: (919) 469-3340 Email Address: cblazier@withersravenel.com II. DISTRIBUTION SYSTEM INFORMATION 1. Distribution system project name (name of subdivision, shopping center, etc.): Carolina Springs - Phase 2, Sections 6-10 2. Project county: Wake 3. USGS map name: New Hill 4. Owner of reclaimed water generating facility: Utley Creek Water Reclamation Facility 5. Permit number of reclaimed water generating facility: WQ0032289 6. List the owner(s) of any intermediate reclaimed water lines if different from the applicant, or the generating facility. n/a 7. Permit number for reclaimed water line immediately upstream: WQ0042791. 8. Pipe diameter for for reclaimed water line immediately upstream: 6" and 12" 9. Specify the proposed destination of the reclaimed water: Recalaimed water will be used for irrigation and similar uses on single family lots. 10. Capacity of proposed distribution system: 0 gallons per day 11. Explanation of how capacity was determined: N/A III. DISTRIBUTION LINE DESIGN INFORMATION 1. Complete the table below for by providing the required information on the proposed distribution lines: Diameter (inches) Length (linear feet) Pipe Material High Elevation (ft) Discharge Elevation (ft) 6 8,865 C900 PVC 342.5' 278.5' 2. Station location of air release valves: ARVs not required for this project Note: Air release valves must be provided at all high points along the line where the elevation difference exceeds 10 ft. DocuSign Envelope ID: 001F21B0-F29C-494A-AF9D-D3F78B195CFCDocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD FORM: RWDL 06-16 Page 2 of 5 III. DISTRIBUTION LINE DESIGN INFORMATION (Continued) 3. Complete the table below by providing the location of each design criteria in the specification and/or plans in accordance with 15A NCAC 02U .0403. Items that are not applicable shall be marked N/A. Design Criteria Page Number in Plans Page Number in Specifications Labeling on reclaimed water piping, valves, storage facilities, and outlets C3.00-C3.06 N/A Color coding on reclaimed water piping, valves, etc. C9.05 N/A Method of securing valves and outlet for operation by authorized personnel only C9.05 N/A Locking mechanism for hose bibs C9.05 N/A Cross connection control devices C9.05 N/A IV. SETBACKS (15A NCAC 02U .0701) 1. Provide the actual minimum distance (in feet) from any reclaimed water storage units and/or pump station within the distribution system to each item listed (distances greater than 500 feet may be marked N/A): Setback Parameter Pump stations within distribution system Reclaimed Water Storage Units Required Actual Required Actual Any private or public water supply source N/A 100 N/A Any property line N/A 50 N/A Any well with exception of monitoring wells 100 N/A 100 N/A Surface waters (streams – intermittent and perennial, perennial waterbodies, and wetlands) classified as SA 100 N/A 50 N/A Surface waters (streams – intermittent and perennial, perennial waterbodies, and wetlands) classified as SA 25 N/A 50 N/A 2. Do the pump stations and storage units comply with all setbacks found in the river basin rules (15A NCAC 2B .0200)? Yes or No  If no, list non-compliant setbacks: 3. Are any setback waivers required in order to comply with 15A NCAC 02U .0701? Yes or No  If yes, have these waivers been written, notarized, signed by all parties involved and recorded with the County Register of Deeds? Yes or No  If yes, have the required Non-Discharge Wastewater System Waiver (FORM: NDWSW) forms been included with this application package? Yes or No DocuSign Envelope ID: 001F21B0-F29C-494A-AF9D-D3F78B195CFCDocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD FORM: RWDL 06-16 Page 3 of 5 V. SEPARATION DISTANCES 1. Provide the actual minimum separation distance (in feet) from the reclaimed water distribution system to each item listed in accordance with 15A NCAC 02U .0403(h), (i), and (j): Separation Parameter Horizontal Vertical Required Actual Required Actual Any water line (feet) 10 10 1.5 1.5 Any well 50 N/A N/A Sewer lines (reclaimed over sewer) 2 5 1.5 1.5 Final earth grade N/A 3 3 2. Are the separation requirements listed above met? Yes or No  If No, has documentation been provided to show that piping and integrity testing procedures meet water main standards in accordance with 15A NCAC 18C? Yes or No Note: In no case shall reclaimed water lines be closer than 25 feet to a private well. VI. PUMP STATION INFORMATION IF MORE THAN ONE PUMP STATION, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY. 1. Are there any reclaimed water pump stations proposed as part of the distribution system? Yes or No  If no, then skip the remaining items in Section VI. 2. Complete the table below by providing the required information regarding the reclaimed water pump station(s) Pump Station Design Plan Sheet Number Specification Page Number Internal dimensions (L x W x H or φ x H) ft ft ft Volume gallons Inlet Elevation ft Outlet Elevation ft Number of pumps Pump capacity GPM Lead pump on elevation ft Lag pump on elevation ft Lead pump off elevation ft Lag pump off elevation ft High water elevation ft Audible/Visual high water alarm 3. What is the 100-year flood elevation? (ft) 4. Precautions to be taken to protect the pump station from flooding: (ft) DocuSign Envelope ID: 001F21B0-F29C-494A-AF9D-D3F78B195CFCDocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD FORM: RWDL 06-16 Page 4 of 5 VII. STORAGE TANK INFORMATION IF MORE THAN ONE STORAGE TANK, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY. 1. Are there any reclaimed water storage tanks proposed as part of the distribution system? Yes or No  If no, then skip the remaining items in Section VII. 2. Complete the table below by providing the required information regarding the reclaimed water storage tank(s) Storage Tank Design Plan Sheet Number Specification Page Number Type of storage tank Select Internal dimensions (L x W x H or φ x H) ft ft ft Storage Volume gallons Inlet Elevation ft Outlet Elevation ft High water elevation ft Audible/Visual high water alarm 3. What measures will be taken to reduce the risk of overflow? DocuSign Envelope ID: 001F21B0-F29C-494A-AF9D-D3F78B195CFCDocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD FORM: RWDL 06-16 Page 5 of 5 Professional Engineer's Certification: I, , attest that this application for has been reviewed by me and is accurate, complete and consistent with the information supplied in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with this application package and its instructions as well as all applicable regulations and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. North Carolina Professional Engineer's seal, signature, and date: Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106): I, Kendra D. Parrish, PE Executive Director of Utilities & Infrastructure (signing authority name – PLEASE PRINT) (title) attest that this application for (facility name) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02U .0105. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Signature: Date: Carolina Springs - Phase 2, Sections 6-10 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E S SIO N A L E NGI N E E R SEAL 033840 Carolina Springs - Phase 2, Sections 6-10Curtis M. Blazier DocuSign Envelope ID: 001F21B0-F29C-494A-AF9D-D3F78B195CFC 7/18/2023 DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD 12/15/2023 State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02U – RECLAIMED WATER SYSTEMS – PROJECT INFORMATION INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 1 of 2 Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional information requested. Failure to submit all of the required items will lead to additional processing and review time for the permit application. For more information, visit the Water Quality Permitting Section Non-Discharge Permitting Unit website. General–This form is required for all projects involving the generation, utilization, and or distribution of reclaimed water. At least one of the following forms must also be included in the application package. However, multiple forms may be applicable. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation. Please check the boxes below as appropriate to indicate which additional forms are included in the application package: Reclaimed Water Generation (FORM: RWG) –– for wastewater treatment facilities producing reclaimed water. Non-Conjunctive Utilization (FORM: RWNC) –– for reclaimed water utilization activities, when the reclaimed water utilization activity is required in order to meet the wastewater disposal needs of the facility. Conjunctive Utilization (FORM: RWCU) –– for reclaimed water utilization activities, when the reclaimed water option is not necessary to meet the wastewater disposal needs of the facility and other wastewater utilization/disposal methods are available. Bulk Distribution (FORM: RWBD) –– for distribution of reclaimed water in a bulk manner. Distribution Lines (FORM: RWDL) –– for construction of reclaimed water distribution lines. Wetland Augmentation (FORM: RWWA) –– for projects seeking to utilize reclaimed water for the purpose of wetland augmentation. Local Program Approval (FORM: RWLPA) –– for projects seeking permitting delegation for reclaimed water users. A. Cover Letter (All Application Packages): List all items included in the application package, as well as a brief description of the requested permitting action. B. Application Fee (All New and Major Modification Application Packages): Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental Quality (NCDEQ) according to the following fee schedules: STANDARD REVIEW – Submit the appropriate fee for all new and major modification applications as listed in the table below. Facility Classification New Permit Major Modification 1 Major Generator/User (ADF ≥ 10,000 gallons per day) $1,310 $395 Minor Generator/User (ADF ≤ 10,000 gallons per day) $810 $245 Reclaimed Water Distribution Lines $480 N/A 1 A major modification shall be defined as any permit modification that: increases the generating facility’s average daily flow (ADF); increases the utilization area acreage; adds additional utilization areas not previously approved; or includes the addition of new treatment units/processes not previously permitted. There is no fee for minor permit modifications. DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2 C. Reclaimed Water Project Information Form (FORM: RWPI 06-16) (All application packages): Submit the completed and appropriately executed Reclaimed Water Project Information (FORM: RWPI 06-16) form. Please do not make any unauthorized content changes to this form. The applicant name in Item I.1. shall be consistent with the applicant name on the plans, specifications, agreements, etc. The Applicant’s Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship; and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a municipal, state, or other public entity. An alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b). If this project is for a renewal without modification, use the Non-Discharge System Renewal (FORM: NDSR) application. There is no fee for permit renewal without modification. D. Existing Permit: (All Modification Packages): Submit the most recently issued existing permit. Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification (i.e., compliance schedules, permit description, monitoring, permit conditions, etc.). ONE ORIGIANL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO: NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES WATER QUALITY PERMITTING SECTION NON-DISCHARGE PERMITTING UNIT By U.S. Postal Service: By Courier/Special Delivery: 1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604 TELEPHONE NUMBER: (919) 807-6464 FAX NUMBER: (919) 807-6496 DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD FORM: RWPI 06-16 Page 1 of 3 State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02U – RECLAIMED WATER SYSTEMS – PROJECT INFORMATION FORM: RWPI 06-16 I. GENERAL INFORMATION: 1. Applicant's name: Town of Holly Springs Mailing address: 128 South Main Street City: Holly Springs State: NC Zip: 27540- Telephone number: (919) 577-3150 Email Address: 2. Signature authority’s name: Kendra Parrish (per 15A NCAC 2U .0106)Title: Executive Director of Utilities & Infrastructure 3. Applicant type (check all that apply): Government Federal State Municipal County Individual Corporation  For new permits, submit documentation that the company is registered for business with the NC Secretary of State. General Partnership  For new permits, submit a copy of the certificate filed with the Register of Deeds in the county of business. Privately Owned Public Utility  For new permits, submit a Certificate of Public Convenience and Necessity from the NC Utilities Commission, or a letter from the NC Utilities Commission’s Water and Sewer Division Public Staff stating an application for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval is expected. Home Owners Association  For new permits, submit a properly executed Operational Agreement (FORM: HOA); and proposed or approved Articles of Incorporation, Declarations and By-laws. Developer (where residential lots are to be sold)  For new permits, submit a properly executed Operational Agreement (FORM: DEV) 4. Demonstration of historical consideration for permit approval: Has the Applicant or any parent, subsidiary or other affiliate exhibited the following? a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? Yes or No b. Has previously abandoned a wastewater treatment facility without properly closing that facility? Yes or No c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? Yes or No d. Is non-compliant with an existing non-discharge permit, settlement agreement or order? Yes or No e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? Yes or No x DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD FORM: RWPI 06-16 Page 2 of 3 II. PROJECT INFORMATION 1. Application type: Select (See Instruction B) Fee Submitted (See Instruction B) 2. For modifications, provide the existing permit number: WQ00 and most recent issuance date: 3. Provide a brief description of the activities proposed for permitting: Installation of Reclaimed water mains and services for single family homes for irrigation and similar uses. 4. What is the status of the following associated permits and/or certifications ? (if not applicable, please mark as N/A) Permit/Certification Date Submitted Date Approved Permit/Certification No. Agency Reviewer Collection System (Q ≥ 200,000 GPD) N/A Dam Safety N/A Erosion & Sedimentation Control Plan N/A Nationwide 12 / Section 404 6/27/22 9/7/22 SAW-2017-01322 (NWP 29 and 14) George Lyle Phillips III Pretreatment N/A Sewer System 3/13/23 Stormwater Management Plan N/A Other: NCDEQ 401 WQC 6/27/22 8/26/22 WQC005127 Scott Vinson  For any of the permits and certifications listed above that will directly impact the construction of the proposed reclaimed water project, please provide documentation of permit approval or final certification. Note: This application may be considered incomplete, or the resulting permit may be issued conditionally if a pending issuance of any of the related permits/certifications directly impacts the proposed facility. 5. Documentation of the presence or absence of threatened or endangered aquatic species at the project site utilizing information provided by the Department’s Natural Heritage Program is required for construction of all new WWTP projects and/or non- conjunctive utilization sites, and for any project involving expansion of a WWTP and/or non-conjunctive utilization site in accordance with 15A NCAC 02T .0105(c)(10). Provide the location in application package where this documentation is located: ; or explain why this item is N/A. 6. Does this project utilize public monies or lands? Yes or No  If yes, was an Environmental Assessment required under 15A NCAC 01C? Yes No Include one of the following final environmental documents with this submittal: Finding of No Significant Impact, or Record of Decision Describe any mitigating factors from the Environmental Assessment that impact the design and/or construction of the reclaimed water project: 7. Is any portion of the proposed project (reclaimed water treatment units, storage units, distribution lines, or utilization areas) located within the 100 year flood plain? Yes or No  If yes, specify which portion(s) of the project are affected?  If yes, has the Applicant submitted written documentation of compliance with §143 Article 21 Part 6? Yes or No Documentation should consist of a letter from the local authority (i.e., county/municipality) stating that the project complies with any local floodplain ordinance that may apply. DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD FORM: RWPI 06-16 Page 2 of 3 DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD FORM: RWPI 06-16 Page 3 of 3 Applicant's Certification (signing authority must be in compliance with 15A NCAC 02U .0106): I, Kendra D Parrish, PE Executive Utilities & Infrastructure (signing authority name – PLEASE PRINT) (title) attest that this application for Carolina Springs – Phase 2, Sections 6-10 (facility name) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02U .0105. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Signature: Date: DocuSign Envelope ID: 5068A9F4-910D-4D3A-A682-7E9B10942ECD 12/15/2023 Certificate Of Completion Envelope Id: 5068A9F4910D4D3AA6827E9B10942ECD Status: Completed Subject: Complete with DocuSign: 42149 Carolina Springs Ph 2 Reclaimed Permit Application.doc, 220058 Te... Source Envelope: Document Pages: 22 Signatures: 3 Envelope Originator: Certificate Pages: 5 Initials: 5 Emily Koncz AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-05:00) Eastern Time (US & Canada) PO Box 8 Holly Springs, NC 27540 emily.koncz@hollyspringsnc.gov IP Address: 204.84.166.2 Record Tracking Status: Original 12/6/2023 2:42:29 PM Holder: Emily Koncz emily.koncz@hollyspringsnc.gov Location: DocuSign Signer Events Signature Timestamp Rachel Jones rachel.jones@hollyspringsnc.gov Utility Engineer Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Using IP Address: 64.98.114.214 Sent: 12/6/2023 2:56:50 PM Viewed: 12/15/2023 9:15:49 AM Signed: 12/15/2023 9:20:47 AM Electronic Record and Signature Disclosure: Accepted: 5/17/2021 2:39:29 PM ID: 126bfa6d-c99c-4b40-be28-00aa263b860b Company Name: Town of Holly Springs Catherine Jacobs catherine.jacobs@hollyspringsnc.gov Engineering Manager Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Using IP Address: 204.84.166.2 Sent: 12/15/2023 9:20:50 AM Viewed: 12/20/2023 1:07:15 PM Signed: 12/20/2023 1:15:39 PM Electronic Record and Signature Disclosure: Accepted: 12/20/2023 1:07:15 PM ID: ce09a043-1b6b-4fd9-a919-b30d95ff8da4 Company Name: Town of Holly Springs Kendra Parrish kendra.parrish@hollyspringsnc.gov Exec Director of Utilities and Infrastructure Holly Springs Security Level: Email, Account Authentication (None) Signature Adoption: Drawn on Device Using IP Address: 204.84.166.2 Signed using mobile Sent: 12/20/2023 1:15:43 PM Viewed: 12/20/2023 1:36:19 PM Signed: 12/20/2023 1:36:28 PM Electronic Record and Signature Disclosure: Accepted: 4/6/2021 7:18:46 PM ID: 6cbf2406-2f8d-46a2-8e81-c6f600daf744 Company Name: Town of Holly Springs In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 12/6/2023 2:56:50 PM Certified Delivered Security Checked 12/20/2023 1:36:19 PM Signing Complete Security Checked 12/20/2023 1:36:28 PM Completed Security Checked 12/20/2023 1:36:28 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, Town of Holly Springs (we, us or Company) may be required by law to provide to you certain written notices or disclosures. Described below are the terms and conditions for providing to you such notices and disclosures electronically through the DocuSign system. Please read the information below carefully and thoroughly, and if you can access this information electronically to your satisfaction and agree to this Electronic Record and Signature Disclosure (ERSD), please confirm your agreement by selecting the check-box next to ‘I agree to use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign system. Getting paper copies At any time, you may request from us a paper copy of any record provided or made available electronically to you by us. You will have the ability to download and print documents we send to you through the DocuSign system during and immediately after the signing session and, if you elect to create a DocuSign account, you may access the documents for a limited period of time (usually 30 days) after such documents are first sent to you. 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All notices and disclosures will be sent to you electronically Electronic Record and Signature Disclosure created on: 11/12/2020 9:42:57 PM Parties agreed to: Rachel Jones, Catherine Jacobs, Kendra Parrish Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through the DocuSign system all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. 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By selecting the check-box next to ‘I agree to use electronic records and signatures’, you confirm that:  You can access and read this Electronic Record and Signature Disclosure; and  You can print on paper this Electronic Record and Signature Disclosure, or save or send this Electronic Record and Disclosure to a location where you can print it, for future reference and access; and  Until or unless you notify Town of Holly Springs as described above, you consent to receive exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you by Town of Holly Springs during the course of your relationship with Town of Holly Springs. SECTION 11.00 RECLAIMED WATER DISTRIBUTION SYSTEM TABLE OF CONTENTS 11.00 GENERAL 11.01 RECLAIMED WATER DISTRIBUTION PIPE A. Design B. Materials C. Installation 11.02 VALVES AND APPURTENANCES A. Valves B. Appurtenances 1.1.03 RECLAIMED WATER SERVICE TAPS A. Design B. Materials 11.04 RECLAIMED WATER IRRIGATION SYSTEMS A. General B. Designs C. Street Crossing D. Hose Bibs E. Rain Sensors 11.05 TESTING AND INSPECTION A. General B. Testing C. Inspection D. Cross Connection Control 11.06 REPAIR OF RECLAIMED WATER SYSTEM `1,11Sii1'fI//f CA r � 'IIJf11111111 2015 ED&CS 11-1 Supp # 9 Dec, 2023 2015 ED&CS 11-2 Supp # 9 Dec. 2023 11.00 GENERAL A. All aspects of the design and construction of any portion of the reclaimed water distribution system shall, at a minimum, meet the requirements of the North Carolina Department of Environmental Quality (NCDEQ) Division of Water Resources (DWR). Requirements presented in the Town of Holly Springs Standard Specifications hereunder that are more restrictive or go above and beyond the requirements of DWR are required by the Town of Holly Springs. B. All Reclaimed water systems must be designed per North Carolina Administrative Code Title 15A (15A NCAC) – Environmental Quality, Subchapters 02T, 02U, and 18C latest revisions, the governing regulations. C. Extensions of the existing reclaimed water distribution system must adhere to any and all Policy Statements and/or Master Plans pertaining to the reclaimed water distribution system and receive prior approval from the Executive Director of Utilities and Infrastructure Services, prior to consideration. D. Reclaimed water main extensions may require a detailed hydraulic report, signed and sealed by a North Carolina Professional Engineer, be submitted to the Executive Director of Utilities and Infrastructure Services and receive approval prior to construction drawing submittal. E. All utility extension permits must be obtained prior to construction. Refer to the Town Code of Ordinances Section 16 for further requirements. F. Reclaimed water shall be utilized and distributed in accordance with 15A NCAC 02U Sections .0500 through 0.0700. G. Any reclaimed water that leaves the reclaimed water distribution system other than by means of a properly permitted use must be disposed of into the Town of Holly Springs sanitary sewer system. This includes any reclaimed water line flushing, and/or line breaks unless otherwise allowed by NCDEQ rules. Deminimus runoff from distribution air relief valves and blow-off is deemed permitted per NCDEQ rules. Any reclaimed water that is not a properly permitted use or sent to a sanitary sewer must be reported and handled as if it were a wastewater spill. 11.01 RECLAIMED WATER DISTRIBUTION PIPE All new irrigation systems located within the Town’s reclaimed service area desiring to obtain water service for such system from the Town must connect to the reclaimed water system, if reclaimed water is available to the property. Design must be in accordance with Chapter 16 Article IV of the Holly Springs Town Code of Ordinances. These areas are shown on the Reclaimed Water Distribution Service Area Map located on the Town’s website. 2015 ED&CS 11-3 Supp # 9 Dec. 2023 A. DESIGN 1. Location: Reclaimed water lines shall be extended along the roadway to the adjacent property line. All public reclaimed water mains shall be located within dedicated right of way or dedicated easements with a minimum width of 20 feet. See Section 2.10 for allowable landscape plantings within a Town of Holly Springs easement. 2. Sizing: Reclaimed water mains shall be sized in accordance with good design procedures to provide adequate pressures throughout the system or as directed by the Executive Director of Utilities and Infrastructure Services. The minimum pipe size for reclaimed water mains shall be 4 inches in accordance with the reclaim hydraulic model. 3. Installation: All utility extension permits must be obtained prior to construction utilizing appropriate application forms from NCDEQ and/or the town. All reclaimed water mains shall have a minimum cover of 4 feet measured from the top of the pipe to the finished grade. When reclaimed water mains are installed along a roadway which does not have curb and gutter, the reclaimed water main shall be installed at sufficient depth to prevent conflict with future road improvements or vertical alignment changes. 4. Relation to Potable Water Mains and Other Utilities a) Reclaimed water distribution lines shall be located at least 10-feet horizontally from any water line, unless local conditions or barriers prevent a 10-foot lateral separation. If these separation distances cannot be met, the piping and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance with 15A NCAC 02T .0305. b) Reclaimed water mains should only cross sanitary sewer mains or potable water mains at an approximate 90 degree angle. d) The minimum separation between reclaimed water mains and storm sewer mains must be either 5 feet horizontal or 2 feet horizontal with a vertical separation of 24 inches unless otherwise approved by the Executive Director of Utilities and Infrastructure Services. Where storm sewers cross reclaimed water with a vertical separation of less than 24 inches the segment of reclaimed water pipe shall be ductile iron pipe at least one whole pipe length from the crossing point with joints equivalent to water main standards. 2015 ED&CS 11-4 Supp # 9 Dec. 2023 e) Where reclaim water main crosses under storm sewer main with a vertical separation less than 24 inches then reclaim water must be ductile iron minimum of 10 feet each side of crossing and properly marked as reclaim. f) Where sanitary sewer crosses reclaimed mains, a vertical separation of 18 inches must be maintained. g) Reclaimed water distribution lines shall not be less than 50 ft from a well unless the piping and integrity testing procedures meet water main standards, but in no case shall they be less than 25 feet from a private well or 50 ft from a public well. 5. Identification of Reclaimed Piping a. General: i. All new distribution piping in the reclaimed water system, including service lines, valves and other appurtenances should either be colored purple (Pantone 522 or similar) and embossed or be integrally stamped/marked “CAUTION: RECLAIMED WATER – DO NOT DRINK,” or be installed with a purple identification tape, and a purple polyethylene vinyl wrap. b) Polyethylene Wrap: Buried ductile iron pipe and fittings shall be wrapped with a purple colored polyethylene membrane conforming to ANSI A21.5, and installed in accordance with AWWA C105. The polyethylene sheets shall be 8 mils thick, minimum, and be colored purple (Pantone 522 or similar). c) Tracer Wire: Tracer wire shall be installed on all reclaimed piping. Tracer wire shall be installed as shown in the Details. Approved Wire Connectors shall be used to attach wire together. d) Identification Tape: i. Identification tape should be prepared with white or black printing on a purple field (Pantone 522 or similar) having the words “CAUTION: RECLAIMED WATER – DO NOT DRINK.” The overall width of the tape should be at least 3 inches. ii. Identification tape should be installed on the top of the distribution piping longitudinally and should be centered over the pipe. The identification should be continuous in its coverage on the pipe and should be fastened to each pipe length no more than 10 feet apart. Tape attached to sections of pipe before they are placed in the trench should 2015 ED&CS 11-5 Supp # 9 Dec. 2023 have flaps sufficient for continuous coverage. Other satisfactory means of securing the tape during backfill of the trench may be used if suitable for the work, as determined by the Executive Director of Utilities and Infrastructure Services. iii. The identification tape differentiating the reclaimed water piping from other utility lines should be consistent throughout the service area. e) Signage: i. The public shall be notified of the use of reclaimed water. ii. Advisory signs shall be posted around reclaimed water irrigation activities in public areas, adjacent to ponds used to store reclaimed water in public areas, and at decorative water features that use reclaimed water. iii. All advisory signs should be colored purple (Pantone 522 or similar), should read “CAUTION: RECLAIMED WATER – DO NOT DRINK,” The sign shall reference the TOHS Utilities and Infrastructure Services Department. Additionally, signage shall provide emergency number of 919-577-1090 and the Town’s website. B. MATERIALS 1. Material: All reclaimed water main distribution pipe 4” thru 12” diameter shall be C900 PVC pipe. All reclaimed water main distribution pipe greater than 12” diameter shall be C905 PVC. Ductile Iron Pipe shall only be used in special cases and with the Executive Director of Utilities and Infrastructure Services approval. New manufacturers must submit requests for approval to the Executive Director of Utilities and Infrastructure Services. Additional information such as catalogs, list of installations in the area or material samples may be required. A written response will be mailed to the applicant accepting or rejecting the product within 90 days of the receipt of all necessary information. 2. Ductile Iron Pipe: a) This material shall only be used for reclaimed water lines with Executive Director of Utilities and Infrastructure Services’ approval. b) Buried ductile iron pipe and fittings shall be wrapped with a purple colored polyethylene membrane conforming to ANSI A21.5, and installed in accordance with AWWA C105. The polyethylene sheets shall be 8 mils thick, minimum, and be colored purple (Pantone 522 or similar). c) Ductile iron pipe shall be designed and manufactured in accordance with AWWA C150 and C151. The minimum required pressure ratings for ductile iron pipe installed at a Type 2 laying condition are tabulated below. For all 2015 ED&CS 11-6 Supp # 9 Dec. 2023 other installations other than specified, the laying condition or the minimum pressure class rating shall be increased in accordance with AWWA C151. Pipe Diameter Depth of Cover Pressure Class 6-8 -inch 3-20 feet 350 psi 10-12 -inch 3-14 feet 350 psi 14-20 -inch 3-10 feet 250 psi 24-64 -inch 3 - 8 feet 150 psi d) Pipe joints shall be of the push-on type as per AWWA C111. Pipe lining shall be cement mortar with a seal coat of bituminous material in accordance with AWWA C104. Galvanized steel pipe will not be allowed as a material for reclaimed water mains or reclaimed water service lines. 3. PVC Pipe: a) PVC pipe (4” to 12”) shall be designed and manufactured in accordance with AWWA C900. PVC pipe larger than 12” shall be designed and manufactured in accordance with AWWA C905. The PVC pipe shall be made of virgin PVC resin that provides chemical and physical properties that meet or exceed cell class 12454-B as defined in ASTM D1784. All PVC pipe shall be supplied in standard laying lengths of 20 feet. Pipe shall be furnished in factory packaged units, with each joint plainly marked with the manufacturer’s name, pressure class, size, etc. PVC pipe shall have integral wall, bell and spigot joints fabricated with elastomeric gaskets that meet or exceed the performance requirements of ASTM D3139 and F477. Fittings used on PVC pipe shall be AWWA C153 compact ductile iron fittings. b) All PVC pipe supplied for reclaimed water applications shall be color coded purple (Pantone 522 or similar) as required by15A NCAC 02U – Reclaimed Water). c) Furnish pipe for the following minimum pressure classes as indicated. Diameter 4”-12”, C900 Pressure Class 150, SDR 18 Diameter 14” and larger, C905 Pressure Class 165, DR18. 4. Steel Encasement for reclaimed water pipes are required for the following Street Classifications to avoid traffic disruption in the future:  Controlled Access Highway For carrier pipes that employ cathodic protection anticorrosion systems, the carrier and casing pipes shall be effectively insulated from one another. Carrier and casing shall be cathodically protected as a unit. See Section 5.03 Boring and Jacking for more casing pipe size requirements. 2015 ED&CS 11-7 Supp # 9 Dec. 2023 C. INSTALLATION 1. Ductile iron pipe shall be installed in accordance with the requirements of AWWA C600 and the Ductile Iron Pipe Handbook published by the Ductile Iron Pipe Research Association. At a minimum, all ductile iron pipe shall be installed at a Type 2 laying condition as specified by AWWA C600. 2. PVC pipe shall be installed in accordance with AWWA C605. At a minimum, all PVC pipe shall be installed at a Type 3 laying condition as specified by AWWA C605. 3. Materials at all times shall be handled with mechanical equipment or in such a manner to protect them from damage. At no time shall pipe and fittings be dropped or pushed into ditches. 4. Pipe and fitting interiors shall be protected from foreign matter and shall be inspected for damage and defects prior to installation. In the event foreign matter is present in pipe and fittings, it shall be removed before installation. Open ends of pipe shall be plugged or capped when pipe laying is not in progress. 5. All pipes shall be in nominal lengths of eighteen or twenty feet and shall be installed with at least 48 inches of cover below the finished subgrade. Pipe shall be laid on true lines as directed by the Executive Director of Utilities and Infrastructure Services. Trenches shall be sufficiently wide to adjust the alignment. Bell holes shall be dug at each joint to permit proper joint assembly. The pipe shall be laid and adjusted so that the alignment with the next succeeding joint will be centered in the joint and the entire pipeline will be in continuous alignment both horizontally and vertically. Pipe joints shall be fitted so that a thoroughly watertight joint will result. All joints will be made in conformance with the manufacturer's recommendations for the type of joint selected. All transition joints between different types of pipe shall be made with transition couplings approved on shop drawings showing the complete assembly to scale. 6. Prior to beginning construction, the Contractor shall contact local utility companies and verify the location of existing utilities. The Contractor shall be completely and solely responsible for locating all existing buried utilities inside the construction zone before beginning excavation. The Contractor shall be solely responsible for scheduling and coordinating the utility location work. When an existing utility is in conflict with construction, it shall be exposed prior to beginning construction to prevent damage to the existing utility. 7. Valves in the existing Town of Holly Springs water system shall not be operated without a minimum notice of 24 hours to the Executive Director of Utilities and Infrastructure Services and the Director of Public Utilities. The Contractor shall 2015 ED&CS 11-8 Supp # 9 Dec. 2023 operate valves only in accordance with Town of Holly Springs Engineering Design and Construction Standards. 11.02 VALVES AND APPURTENANCES A. VALVES 1. General a) Valves shall be installed on all branches from feeder reclaimed water mains according to the following schedule: 4 valves at crosses; 3 valves at tees. When a loop section of reclaimed water line is connected back into the feeder reclaimed water main within a distance of 200 feet or less, only one valve will be required in the feeder reclaimed main. Reclaimed water main extensions or mains extending at a project phase line shall include a valve and one additional standard length of pipe with a cap and a temporary blow-off assembly. b) Where no reclaimed water line intersections are existing, a main line valve shall be installed at every 100 feet per 1-inch diameter main up to a distance of 1000 feet between valves. In addition, the Town of Holly Springs reserves the right to require additional isolation valves where necessary for efficient operation and maintenance. c) Valves shall be properly located, operable and at the correct elevation. All valves and reducers shall be rodded to the tee or cross if one is located within 10 feet as shown in the Details. If reducers cannot be rodded, concrete blocking or other restraining methods will be required. The maximum depth of the valve nut shall be 5 feet. When valve extension kits are used, they must be manufactured by the same company which manufactured the valve. 2. Combination Air Valves a) Combination air valves shall be installed at all high points of reclaimed water lines 12” inches in diameter or larger and at other locations as directed by the Town of Holly Springs. The reclaimed water main shall be installed at a grade which will allow the air to migrate to a high point where the air can be released through an air valve. A minimum pipe slope of 1 foot in 500 feet should be maintained. The valve shall have a minimum two (2) inch NPT inlet and 200- PSIG working pressure. Combination air valves shall be sized by the Engineer and approved by the Town of Holly Springs. b) Combination air valves shall be of the single housing style that combines the operation of both an air/vacuum and air release valve. The valve must meet the requirements of AWWA C512 and be installed in accordance with the Details. 2015 ED&CS 11-9 Supp # 9 Dec. 2023 c) Manholes installed for the combination air valves shall meet all requirements of Section 7.00. 3. Gate Valves a) Gate valves 2 inches and greater shall meet all requirements of AWWA C500 for a working pressure of 200 psi. All gate valves shall be mechanical joint with iron body, bronze mounting double disc parallel seat type with a non-rising stem and open left with a double O-ring seal. b) Gate valves, up to and including 12 inches, shall be installed in a vertical position. c) Gate Valves 16 inches and larger must be approved by the Executive Director of Utilities and Infrastructure Services. They may be installed horizontally and equipped with bevel gears, grease case, rollers, tracks scrapers, and a bypass located on the side of the body (fully revolving disc valves shall not require rollers), or vertically and be equipped with spur gears enclosed in a grease case and with a bypass located on the side of the body. In either case, the roller and scraper operators shall be installed in a manhole that meets all requirements of Section 7.00. 4. Resilient Seat Wedge Gate Valves: Resilient seat wedge gate valves shall be manufactured in accordance with AWWA C509 for a working pressure of 200 psi. All shall be mechanical joint with iron body, open left with a non-rising stem and two O-ring stem seals. All ferrous surfaces, both inside and outside, shall be protected by a fusion-bonded epoxy coating. 5. Butterfly Valves: Butterfly Valves may be installed in reclaimed water mains 24 inches or greater with the permission of the Executive Director of Utilities and Infrastructure Services. All butterfly valves shall meet the requirements of AWWA C504 with mechanical joints, 2 inch open left operating nut. Valves installed on reclaimed waterlines at depths greater than 6’ (measured to top of pipe) shall be installed in a manhole (see Section 7.00) as shown in the Details. Valves designated by the Town of Holly Springs to potentially have a remote actuator shall be installed in a manhole (see Section 7.00) as shown in the Details. 6. Valve Boxes a) Valve boxes shall be cast iron, screw or telescopic type, with a 5-inch opening. Valve box ring adjustments will not be allowed. All valve boxes shall be furnished with an approved operating key which shall allow operation by authorized personnel only. b) Valve box covers shall be square in shape (NOT round) and shall be designed for AASHTO H-20 truck loadings. All valve box covers shall be of non- 2015 ED&CS 11-10 Supp # 9 Dec. 2023 interchangeable shape with potable water covers, and cast on the top surface with a recognizable inscription indicating “Reclaimed Water”. All valve box covers shall be painted purple (Pantone 522 or similar). c) The valve box shall be centered over the wrench nut and seated on compacted backfill without touching the valve assembly. All valve boxes shall be encased in a trowel finished 2' x 2' x 6" pad of 3000-psi concrete beneath the asphalt with the cover flush with the top of the pavement or flush with the finished grade. Precast concrete valve box encasements may not be used for valve box encasement outside of paved areas. The maximum depth of the valve nut shall be 5 feet. When valve extension kits are used, they must be manufactured by the same company that manufactured the valve. B. APPURTENANCES 1. Pipe Fittings: Pipe fittings shall be cast or ductile iron designed and manufactured as per AWWA C110. Sizes of fittings up to and including 12 inches shall be designed for an internal pressure of 250 psi, and larger size fittings shall be designed for an internal pressure of 150 psi. Compact ductile iron mechanical joint fittings designed and manufactured as per AWWA C111 are also acceptable. Joints for fittings shall be mechanical and lined with cement mortar with a seal coat of bituminous material, all in accordance with AWWA C104. 2. Blowoffs a) Blowoffs installed at the end of cul-de-sacs shall be a minimum of 2 inches. Blowoffs installed on transmission and distribution mains shall be a minimum of 2 inches. Where there is not sufficient pressure to thoroughly flush the system, a larger blowoff will be required. b) Blowoff assemblies shall be constructed as shown in the Details. The valves shall be gate type with a non-rising stem and a 2-inch operating nut, O-ring seals and screwed ends. A full-size valve is required on mains that are planned to be extended. c) Blowoffs shall be directed in a non-erosive manner to a stabilized grassed area at least 50 ft. from a jurisdictional feature or directed into the closest sanitary sewer manhole. Blowoffs installed at the end of cul-de-sacs should be tied into a sanitary sewer manhole where available. 3. Thrust Restraint: Reaction blocking for all fittings or components subject to hydrostatic thrust shall be securely anchored by the use of concrete thrust blocks poured in place or restrained joint piping as described below a. Concrete thrust blocks shall be poured in place with reaction areas as shown in the Details. No concrete shall interfere with the removal of fittings. Material for reaction blocking shall be 3000 psi concrete. A minimum 4 mil plastic shall 2015 ED&CS 11-11 Supp # 9 Dec. 2023 cover the fitting to ensure that no concrete will interfere with removal of the fitting. b. PVC Bell Joint Restraint - All PVC bell joints shall be restrained for both C900 and C905 PVC pipe. The bell joint restraint shall consist of either an approved restrained PVC joint provided by the same manufacturer of the PVC pipe or an approved bell joint restraint harness. All bell joint restraint harness assemblies shall be made of ductile iron pipe (DIP), coated with a manufacturer applied epoxy coating or polyester powder coating, including stainless steel bolts, nuts and rods. The bell joint restraint harness shall be manufacturer approved for use with PVC pipe and rated for at least 200-psi with a 3:1 safety factor. c. All valves and fittings shall be restrained to C900 or C905 pipe with an approved wedge action retainer gland or other approved restraining method. All DIP fittings for reclaimed water use shall be identified by purple painting or wrapping with polyethylene wrap (Pantone 522 or similar). Alternative restraining methods and mechanical joint restraints may be used upon approval by the Executive Director of Utilities and Infrastructure Services. 11.03 RECLAIMED WATER SERVICE TAPS A. DESIGN 1. Individual reclaimed water services, and multiple branch services, shall be provided from the reclaimed water main to each reclaimed water meter for single customer locations in accordance with the Details. All connections shall be made by wet taps. Service connections shall be made perpendicular to the reclaimed water main and shall run straight to the reclaimed water meter. 2. All reclaimed water meter boxes and vaults shall be located at the edge of the serviced lot’s right of way or easement. Reclaimed water meter boxes shall not be placed in streets, sidewalks, parking areas or obstructed by fencing or buildings. Exceptions to these conditions will be at the direction of the Executive Director of Utilities and Infrastructure Services. 3. Service taps to existing reclaimed water mains shall be made by the Town of Holly Springs. Service taps to new reclaimed water mains shall be made by the Contractor in accordance with the Specifications. 4. Water meters shall be sized based on applicant water budget calculations using the approved method. Water meter size shall be determined from the following table; or as otherwise specified by the Executive Director of Utilities and Infrastructure Services. Multiple branch services size shall be determined by the designer. 2015 ED&CS 11-12 Supp # 9 Dec. 2023 METER SIZING GUIDE Meter Size (inches) Flow Range (GPM) 3/4” PD 0 - 20 1” PD 20 - 50 1½” PD 50 - 100 2” C 100 - 200 3” C 200 - 400 4” C 400 - 600 PD = Positive Displacement T = Turbine (may be required on a case-by-case basis) C = Compound (must be sized on a case-by-case basis) 5. Service taps greater than 2 inches shall be made by a Contractor of the Developer. B. MATERIALS 1. Taps: Direct taps shall not be allowed on C900 or C905 PVC mains. The maximum allowable size for saddle taps is 2”. All taps larger than 2-inches shall be installed by inline fittings or tapping sleeves. All tapping of C900 or C905 PVC mains shall be implemented with shell type cutting tools classified for use with PVC pipe that retains the coupon cut while penetrating the pipe wall, use of twist drill bits and auger bits shall be prohibited. The maximum size of direct taps without a fitting, tapping sleeve or saddle for ductile iron mains shall be as follows: Main Size (inches) Tap Size (inches) 4” main 3/4” tap 6” main 1” tap 8” main 1 1/4” tap 10” main 1 1/2” tap 12” main 2” tap 2. Tapping Sleeves: Tapping Sleeves shall be made of either cast iron or stainless steel. The sleeve shall be two-piece with mechanical joint to the main line and flanged to the tapping valve. Cast iron shall meet AWWA C110 2015 ED&CS 11-13 Supp # 9 Dec. 2023 specifications. Stainless steel shall meet AWWA C223 specifications. All sleeves shall require full circumferential gasket. All tapping sleeves shall be manufactured and approved for installation on the specific main line pipe material (DIP, C900, C905). 3. Tapping Saddles: Tapping Saddles shall be used on reclaimed water mains 16 inches and larger. Saddles shall be made of ductile iron providing a factor of safety of 2.5 with a working pressure of 250 psi. Saddles shall be equipped with an AWWA C110 flange connection on the branch. Sealing gaskets shall be O-ring type, high quality molded rubber having an approximate 70 durometer hardness, placed into a groove on the curved surface of the saddles. Straps shall be alloy steel. The maximum size saddle outlet for each size of pipe to be tapped shall be as follows: Size pipe to be tapped Maximum size Saddle Outlet 16” 8” 18” 8” 20” 10” 24” and larger 12” 4. Corporation Stops: Corporation Stops shall be ball type, made of brass and complete with a compression or flared coupling and AWWA Standard threads as per AWWA C800. Taps shall be located at 10:00 or 2:00 o'clock on the circumference of the pipe. Service taps shall be staggered alternating from one side of the reclaimed water main to the other and at least 12 inches apart. The taps must be a minimum of 24 inches apart if they are on the same side of the pipe. No burned taps will be allowed and each corporation stop will be wrapped with Teflon tape for ductile iron pipe reclaimed water mains. No tapping shall be made where rodding is placed. 5. Service Saddles: Service saddles shall be bronze body (85-5-5 waterworks brass) and double strap for taps with silicon bronze nuts conforming to ASTM A98 and factory installed grade 60 rubber gaskets. Service saddles shall be approved by the manufacturer for use on C900/C905 PVC mains. 6. Service Tubing: Copper service tubing shall be type K soft copper tubing per ASTM B88. No union shall be used in the installation of the service connection of 100-feet or less. The longest available length of service line shall be used with no unions (e.g. for 3/4 inch, only 1 union will be allowed for each 100 foot section). Unions shall be made with flare or compression type couplings. Copper service tubing shall be installed reclaimed locating tape, spirally wrapped from the tap through the setter. 7. Coppersetters for ¾ and 1-inch Reclaimed Water Services: All ¾ and 1-inch reclaimed water services shall be installed with coppersetters as shown in the 2015 ED&CS 11-14 Supp # 9 Dec. 2023 Details. All coppersetters shall be as manufactured by Mueller or Ford at the dimensions shown in the Details. All coppersetters shall be installed with a lockable angle ball valve assembly and outlet angle check valve on all size setters. Coppersetters shall be installed with flare fittings and all coppersetter assemblies shall be provided as shown in the Details with galvanized brace pipes for additional stability. All installations shall provide the coppersetter properly aligned with the meter box reader lid such that the meter is clearly visible below the reader lid. 8. Meter Boxes for ¾-inch services: ¾-inch meter boxes shall be light weight polymer concrete as shown in the Details. Meter boxes for ¾-inch reclaimed water services shall provide a cover opening of 11 X 18 inches and boxes shall measure at least 18-inches in depth. Meter boxes and covers shall be rated for “heavy duty” uses, such as alleys, driveways, parking lots, etc. Standard meter box covers shall not bolt down to the box. The box interior walls and covers shall be consistently color- coded purple (Pantone 522 or similar). All covers shall include a 4 X 6 inch cast iron reader lid with the words “RECLAIMED WATER – DO NOT DRINK” cast into the lid in 1-1/2” tall lettering. The Town of Holly Springs reserves the right to require all meter box covers to include brackets and housing for “ITRON” compatible transponders for automated meter reading systems. All meter boxes and covers shall be installed as shown in the Details. 9. Meter boxes for 1-inch services: 1-inch meter boxes shall be light weight polymer concrete as shown in the Details. Meter boxes for 1-inch reclaimed water services shall provide a cover opening of 11 X 18 inches and boxes shall measure at least 18-inch in depth. Meter boxes and covers shall be rated for “heavy duty” uses, such as alleys, driveways, parking lots, etc. Standard meter box covers shall not bolt down to the box. The box interior walls and covers shall be consistently color- coded purple (Pantone 522 or similar). All covers shall include a 4 X 6 inch cast iron reader lid with the words “RECLAIMED WATER – DO NOT DRINK” cast into the lid in 1½” tall lettering. The Town of Holly Springs reserves the right to require all meter box covers to include brackets and housing for “ITRON” compatible transponders for automated meter reading systems. All meter boxes and covers shall be installed as shown in the Details. 10. Meter boxes for 1½ and 2-inch services: 1 1/2” and 2” meter boxes shall be light weight polymer concrete as indicated in the Standard Details. All meter box interiors and covers shall be consistently color-coded purple (Pantone 522 or similar). Covers shall be marked on the top surface with a recognizable inscription indicating “RECLAIMED WATER – DO NOT DRINK” in 1-1/2” tall lettering. Piping for 1 1/2 and 2 inch reclaimed water meters shall be constructed from brass and copper tubing and shall be equipped with angled check valve outlets and by-pass flanged valve or by-pass flanged ball valve inlets. The box shall have an open bottom to allow drainage through stone. 2015 ED&CS 11-15 Supp # 9 Dec. 2023 11. Meter Vaults: Meter vaults and access doors within street right of way shall meet HS-20 loading requirements and shall be located outside of travel areas. The access double doors shall be aluminum with a flush drop lift handle, stainless steel hinges and bolts, a stainless steel slam lock, an automatic hold open arm, and compression springs to allow for easy opening. Covers shall be marked on the top surface with recognizable inscription indicating “Reclaimed Water-Do Not Drink” 12. Reclaimed Water Meters: Reclaimed water meters for ¾” to 2” services will be provided by the Town of Holly Springs. Larger meters shall be provided by the developer as directed by the Executive Director of Utilities and Infrastructure Services. Reclaimed water meters, registers and covers shall be purple (Pantone 522 or similar). 11.04 RECLAIMED WATER IRRIGATION SYSTEMS A. GENERAL All reclaimed water irrigation systems within public street right of way require an encroachment agreement from the Town of Holly Springs or NCDOT prior to installation. Plans designating the location, size, material, and depth shall be submitted with the agreement application to the Engineering Department. Pipe material for the irrigation mainline proposed to be used within the public right of way shall be Schedule 40 PVC or greater. All pipe, fittings, and appurtenances shall be purple (Pantone 522 or similar). A minimum depth of 2 feet of cover shall be provided. A soil evaluation is necessary in order to determine the loading rate for irrigation permits. All development within the reclaim service area will need to complete an independent soil evaluation prior to submitting a reclaim irrigation permit. All reclaimed water irrigation systems are required to secure permits from the Code Enforcement Department and the Utilities and Infrastructure Services prior to installation and shall be inspected after installation. A separate meter is required for irrigation systems. For single family irrigation design, a CID, PE, or LA is required to develop the plan. For non-single family irrigation system designs, a PE must develop the plan. Impoundments for reclaimed water storage for large scale irrigation systems or aesthetic/decorative water features shall be designed in accordance with 15A NCAC 02U – Reclaimed Water. Service lines from mainline tap to the meter are installed and identified per the Town of Holly Spring’s Standard Details. There shall be no direct cross-connection between potable and reclaimed water supplies. 2015 ED&CS 11-16 Supp # 9 Dec. 2023 B. DESIGNS Sprinklers chosen and located to maintain the following setbacks from the irrigation area to the following features: 1.) 25 feet from surface waters [perennial and intermittent streams, wetlands] not classified as tidal salt waters or high-quality water (SA). 2.) 100 feet from surface waters [perennial and intermittent streams, wetlands] classified as tidal salt waters or high-quality water (SA). 3.) 100 feet from any water supply well (not including monitoring wells). 4.) Sprinklers located on a steep slope have check valves installed on all the heads on that irrigation zone. 5.) No mainlines or valves shall be allowed within the utility/devil strip. Laterals will be allowed and shall be placed within 1 ft of sidewalk. 6.) The zoning of the irrigation system must allow that plants with different water requirements (such as grass and shrubs) are on separate zones. In addition, the irrigation design should consider the different microclimates found in most landscapes (such as north facing grass areas vs. south facing grass areas) and separate those microclimates into zones. These zoning practices may add slightly to the installation cost of an irrigation system, but can have a dramatic effect on system efficiency. 7.Guidelines on pressure at the head/emitter: Spray Heads 20 to 35 psi; gear rotors 60 psi or less; impact rotors 60 psi or less; drip emitters 40 psi or less. 8.Large commercial systems which have the potential to place undue burdens (demand or pressure requirements) on the Town of Holly Springs’ public reclaimed distribution system must include on-site storage and/or pumping facilities. This determination will be made by the Executive Director of Utilities and Infrastructure Services. Design, operation, and maintenance of such on-site facilities shall be the sole responsibility of the applicant. These additional facilities must be designed in accordance with 15A NCAC 02U – Reclaimed Water. 9.Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensors are required to remain in service at all times to prevent overwatering and/or ponding of reclaimed water. C. STREET CROSSING 2015 ED&CS 11-17 Supp # 9 Dec. 2023 All irrigation line street crossings shall be contained within a ductile iron or steel casing pipe. The Town of Holly Springs may, in some instances, permit irrigation systems installed in the medians of Town-maintained roadways. These systems must also have french drains installed behind the curb and gutter and piped to a storm drainage collection system. These systems shall be allowed only when some permanent mechanism is established for the private perpetual maintenance of the system(s). D. HOSE BIDS Hose bibs are not permitted for the reclaimed water system. E. RAIN SENSORS Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensor must remain in operation to prevent ponding or runoff. 11.05 TESTING AND INSPECTION A. GENERAL 1. All reclaimed water used in testing and inspection must be disposed of properly as described in Section 11.00. 2. All materials must be approved by the Inspector prior to installation. Materials rejected by the Town of Holly Springs’ Inspector shall be immediately removed from the job site. 3. Under no circumstance shall any waterline system valve be operated without prior approval by the Construction Inspector. Damage to Town of Holly Springs infrastructure resulting from illegal operation of valves shall be the responsibility of the Contractor. In addition, the Contractor shall be subject to a fine for operating a valve without prior approval. 4. The Contractor shall furnish all materials, labor, equipment, and shall pay for the water used to perform all testing and inspections to the satisfaction of the Construction Inspector. The Contractor shall obtain a Blowoff Permit from the Town of Holly Springs Engineering Department for use when blowing off reclaimed water mains. 5. Reclaimed water service taps shall not be made until after all main testing is completed, and bacteriological testing is satisfactory. B. TESTING 1. Hydrostatic Testing 2015 ED&CS 11-18 Supp # 9 Dec. 2023 a) All valves in the Town of Holly Springs reclaimed water system shall be operated by the Town of Holly Springs. A section of reclaimed water main which is to be hydrostatically tested shall be slowly filled with water at a rate which will allow complete evacuation of air from the line. Hand pumps shall not be used for the pressure testing of reclaimed water mains. Taps used for testing purposes shall be removed after testing. The corporation stops shall be removed and a threaded tapered plug shall be installed on the line. When approved by the Town of Holly Springs, the Contractor may utilize potable water or reclaimed water via an approved hydrant meter and RPZ assembly for testing and disinfection of new reclaimed mains which are not physically connected to a live reclaimed water supply. Once reclaimed water has been introduced into the system no direct connection to potable water will be allowed and an approved air gap assembly must be used. b) Any measured leakage not within the allowable limits as specified in the following table shall require repair of the reclaimed water main and additional testing until the standards are met. For pipe sizes other than those shown, the Contractor shall test within the allowable leakage amounts as specified by AWWA C600-99. All visible leaks shall be repaired regardless of the amount of leakage. Pipe Size Allowable Leakage at 200-psi (Inches) (Gal./Hr. per 1000 feet of pipe) 4 0.43 6 0.64 8 0.85 12 1.28 16 1.70 20 2.12 24 2.55 2. Chlorination a) All additions or replacements to the reclaimed water system shall be chlorinated before being placed in service under the supervision of the Town of Holly Springs’ Inspector in the following manner: i. Taps shall be made at the control valve at the upstream end of the reclaimed water main and at all extremities of the line including valves. ii. A solution of water containing 70% HTH available chlorine shall be introduced into the reclaimed water main by regulated pumping at the control-valve tap. The solution shall be of such a concentration that the reclaimed water main shall have a uniform concentration of 50 ppm total 2015 ED&CS 11-19 Supp # 9 Dec. 2023 chlorine immediately after chlorination. The chart below shows the required quantity of 70% HTH compound to be contained in solution in each 1,000 feet section of line to produce the desired concentration of 50 ppm. Pipe Size Pounds High Test Hypochlorite (70%) (inches) per 1000 feet of line 6 1.76 8 3.12 10 4.84 12 7.00 14 9.52 16 12.44 20 19.52 24 28.00 iii. The HTH Solution shall be circulated in the reclaimed water main by opening the control valve and systematically manipulating blowoffs and taps at the reclaimed water main extremities. All reclaimed water leaving the system during this test must be disposed of through either an approved use or sent to the sanitary sewer. The HTH solution must be pumped in at a constant rate for each discharge rate so a uniform concentration will be produced in reclaimed water mains. iv. HTH solution shall remain in reclaimed water mains for no less than 24 hours or as directed by the Town of Holly Springs’ Inspector. v. Extreme care shall be exercised at all times to prevent the HTH solution from entering existing reclaimed water mains. 3. Bacteriological Sampling a) Free residual chlorine after 24 hours shall be at least 10 ppm or the Town of Holly Springs’ Inspector will require that the lines be re-chlorinated. b) Flushing of reclaimed water mains may proceed after 24 hours, provided the free residual chlorine analysis is satisfactory. Reclaimed water leaving the system because of line flushing must be returned to a sanitary sewer. Flushing shall be continued until an orthotolidine check (or other method approved by the Town of Holly Springs) shows that the reclaimed water mains contain only the normal chlorine residual. Samples for bacteriological analysis shall be collected by the Town of Holly Springs’ Inspector 24 hours after flushing is completed. The Contractor shall furnish the sample bottles, the testing agency and such help as may be required to secure these samples. The Contractor shall also submit the test results to the Town of Holly Springs’ Development Inspector. 2015 ED&CS 11-20 Supp # 9 Dec. 2023 c) If test results are unsatisfactory, the Contractor shall immediately rechlorinate reclaimed water mains and proceed with such measures as are necessary to properly sterilize those reclaimed water mains. d) The new reclaimed water system shall be valved off from the existing reclaimed water system until a satisfactory bacteriological sample has been obtained and the Town of Holly Springs’ Inspector has authorized the use of the new reclaimed water system. C. INSPECTIONS 1. Approved plans and permit must be issued and available on-site before any inspections are performed. 2. Underground Inspections – before work is covered up/back filled: a) Inspection of main line tap and piping to meter box; b) Inspection of underground piping from meter box through irrigation system from meter to end of system to insure compliance with approved plan and standards; 3. Final Inspection a) Includes inspection of the location of all heads, type of heads, spacing of heads and throw pattern of each head and correct pressure; b) Testing the system to ensure compliance with approved plans and Town of Holly Springs Ordinance; 4. A map of the approved valve and head layout shall be provided by the Contractor to the property owner and a copy placed near or with the timer. 5. All zones shall be clearly labeled in the timer cabinet. 6. Responsible entity shall be listed on inner door of timer (for emergency contact purposes). 7. Verification of required setbacks (reclaimed water). D. CROSS CONNECTION CONTROL 1. Backflow prevention on potable water services serving any property that is also served with reclaimed water is required in accordance with the Federal Safe Drinking Water Act. At all locations where reclaimed water service is provided, the public potable water supply shall be protected by installation of an approved backflow prevention device. 2015 ED&CS 11-21 Supp # 9 Dec. 2023 a. For Residential Properties: prior to receiving reclaimed water service, a dual check valve shall be installed on each residential customer’s potable water meter in order to protect the potable water system. A Reduced Pressure Principal (RPZ) type backflow prevention device downstream of the potable water meter is not required when the only reclaimed water use is landscape irrigation. b. For Multi-family complexes and commercial properties: master-metered potable water service and master-metered reclaimed water service shall be required to install a Reduced Pressure Principal (RPZ) type backflow prevention device downstream of the master potable water meter. 11.06 REPAIR OF RECLAIMED WATER SYSTEM Reclaimed water that leaves the system due to a leak or break in the system must be reported and handled as if it were a wastewater spill. A. Reclaimed Water Main Line Repairs 1. Joint leaks of Cast Iron Pipe, Ductile Iron Pipe, and PVC pipe shall be repaired by use of a bell joint leak repair clamp as manufactured by Rockwell, or other approved equal. 2. Line Breaks or Punctures shall be repaired by a full circle repair clamp as manufactured by Rockwell, Mueller, or other approved material. 3. Line Splits or Blow Outs shall be repaired by replacing the damaged section with ductile iron pipe with a cast iron coupling at each end. The following cast pipe couplings shall be used for each pipe material indicated: a) Ductile Iron Pipe - Rockwell 431 cast coupling or other approved equal. b) PVC Pipe – Rockwell 411 cast coupling or other approved equal. B. Reclaimed Water Service Line Repairs 1. A reclaimed water service line severed between the reclaimed water main and the reclaimed water meter shall be repaired using new type K copper tubing and bronze or brass 3-piece flared unions. 2. A corporation stop pulled out of a reclaimed PVC pipe water main shall have a new service saddle and a new corporation stop installed on the reclaimed water main. 3. A corporation stop pulled out of a ductile iron pipe shall have a full circle repair clamp placed over the old tap hole. A new tap shall be made and a new corporation stop installed on the reclaimed water main. 2015 ED&CS 11-22 Supp # 9 Dec. 2023 END OF SECTION 11.00 BKBM2022PGO2379 GENERAL NOTES 1. BASIS OF BEARINGS: NC STATE PLANE GRID COORDINATES, NAD83(2011) 2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. 3. AREAS SHOWN HEREON WERE COMPUTED USING THE COORDINATE METHOD. 4. LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS PLAT. 5. PORTIONS OF THE SUBJECT PROPERTY ARE LOCATED WITHIN A FLOOD HAZARD AREA ACCORDING TO FLOOD INSURANCE RATE MAP 372007300K, PANEL 0730, EFFECTIVE DATE JULY 19, 2022. 6. IRON PIPES SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 7. OWNERS SHALL BE RESPONSIBLE FOR: THE MAINTENANCE OF ALL REQUIRED LANDSCAPING BY KEEPING LAWNS MOWED, ALL PLANTS MAINTAINED AS DISEASE FREE, ALL PLANTING BEDS GROOMED AND KEPT WEED FREE FREE (EXCEPT IN AREAS OF PRESERVED EXISTING NATURAL VEGETATION (i.e., THICKETS), AND KEPT FREE FROM TRASH, DEBRIS AND OTHER OBJECTIONABLE MATERIALS; THE REPLACEMENT OF ANY REQUIRED PLANTING, WHICH IS REMOVED OR DIES AFTER THE DATE OF PLANTING. SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT PLANTING SEASON; AND, THE REPLACEMENT OF ANY REE IN A TREE SAVE AREA, WHICH IS REMOVED OR DIES AFTER THE DATE OF APPROVAL OF A PRESERVATION LANDSCAPE PLAN. SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT PLANTING SEASON. LEGEND (UNLESS OTHERWISE NOTED) ADJOINER BOUNDARY BUFFER CENTERLINE OF STREAM EASEMENT 1% ANNUAL FLOOD LINE RIGHT OF WAY CALCULATED POINT CONCRETE MONUMENT FOUND CMF IRON PIPE FOUND IRON PIPE SET REBAR FOUND RBF WAKE COUNTY, NC 67 TAMMY L. BRUNNER REGISTER OF DEEDS PRESENTED.& RECORDED ON 12121/2022 14:21:00 I 11111111111111 ilP 1111111111111111110 11111 m $111111 BOOK:11,12922 PAGE:82379 CERTIFICATE OF OWNERSHIP AND DEDICATION • ■ 0 O 0 HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF THE TOWN OF HOLLY SPRINGS AND THAT 1 HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. FURTHERMORE, I HEREBY DEDICATE ALL SANITARY SEWER AND WATER LINE TO THE TOWN OF HOLLY SPRINGS. COMPANY NAME: Lew N k-K &vgo � I tj M �� SIGNATURE: J DATE: `� • 1 `� 20 v2 PRINT NAME: 1`^� �JC1��[ 60iLl TITLE: SURVEYOR'S CERTIFICATE Im - v �i me NEW TRACT 3 ' I \ SHEET 4 i NEW �� I /J TRACT 2 I SHEET 3 i ®_ J f •--J � I�- NEW 9 I wood \ TRACT 1 \ �- _p-- - - - -� L-SHEET 2 — — — — .—— — — — — ' \ I, BENJAMIN E. DAYTON , PLS, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY p009000000,0 SUPERVISION (DEED DESCRIPTION RECORDED AS SHOWN HEREON)i THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM °po°` \A C A R 00 IO INFORMATION SHOWN ON THE FACE OF THIS PLAT; THAT THE RATOF PRECISION OR POSITIONAL ACCURACY AS CALCULATED IS 1:20,000; THAT THIS pp o0000 °o PLAT WAS PREPARED IN ACCORDANCE WITH G.5.47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL. o4°b �o 0 �Ss+/OAo'0 oo/Ij ° o I ALSO CERTIFY THAT THIS SURVEY IS OF ANOTHER CATEGORY SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT -ORDERED SURVEY, c'� o OR OTHER EXEMPTION OR EXCEPTION TO THE DEFINITION OF A SUBDIVISION. e o SEAL o L-4390 o I O o ° O O ZZ � 0 20 !� . =o THIS 15TH DAY OF DECEMBER A.D., 2022 — o0 S v v°o O o �] o 0 SSIO AL LA D SURVEYOR oOOo°oMll� E LICENSE NUMBER, L-4390 00000000004 VICINITY MAP NOT TO SCALE OWNER DATA: LENNAR CAROLINAS, LLC 1100 PERIMETER PARK DRIVE, SUITE 112 MORRISVILLE, NC 27560 NOTARY STATEMENT SWORN TO AND SUBSCRIBED BEFORE ME THE ��DAY OF EGG W113E12 20 y2 NOTARY PUBLIC IN AND FOR THE STATE OF NORTH CAROLINA. /vl MY COMMISSION EXPIRES: A`f 15� NOTARY PUBLIC / lgEV0g_ /J. ENnII S' PRINTED EXEMPT SUBDIVISION PLAT OF CAROLINA SPRINGS - TRACT 2 PROPERTY OF LENNAR CAROLINAS, LLC 7300 WOODS CREEK ROAD BUCKHORN TOWNSHIP I WAKE COUNTY I NORTH CAROLINA PIN: 0730534863 ZONING: TOWN CERTIFICATE OF ACCEPTANCE HEREBY CERTIFY THAT: ❑ ALL STREEEtS,,UTILITIES, G�ENWA AND OTHER REQUIRED IMPROVEMENTS HAVE BEEN INSTALLE[ZIN AWN -ACCEPTABLE MANNER AND ACCORDING TO TOWN STANDARDS AND SPECIFICAT!19NS OR GUARANTEES OF THE INSTALLATION OF THE REQUIRED IMPROVEMEN INAN AND MANNER SATISFACTORY TO THE TOWN OF HOLLY SP GS HAS BCEIVED. SEE UDO SECTION 7 REGARDING PUBLIC �/ DEDIC ON g THE TOWN OF HOLLY SPRINGS APPROVES OF THE EASEMENTS / RIGHT OF WAY DEDICATION AS SHOWN AND DELINEATED ON THIS PLAT 4! LOTS SHOWN ON THIS PLAT MAY NOT BE BUILDABLE. PUBLIC UTILITY SERVICES HAVE NOT BEEN VERIFIED FOR THE LOTS SHOWN ON THIS PLAT. NOTE AT THE TIME OF BUILDING PERMIT APPLICATION SUBMITTAL VERIFICATION MUST BE MADE THAT ALL LOTS MEET THE TOWN'S DEVELOPMENT REGULATIONS. IN ADDITION, RIGHT OF WAY DEDICATION AND ISSUANCE OF ENVIRONMENTAL DEVELOPMENT PERMIT WILL BE REQUIRED AT THE TIME OF THE APPLICATION FOR THE BUILDING PERMIT FOR EACH LOT. TOWN OF HOLLY SPRINGS, BY: i to Z %2Z (( v 1 SIGN)��UT - DAYE ' , r,cw z 45•h „um PRINT NAME AND TITLE' CERTIFICATE OF REVIEW OFFICER L, Cheq ( 6&i n2s . REVIEW OFFICER OF WAKE COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. REVIEW 6FFICER • DATE THE SUBDIVIDER SHALL FILE THE APPROVED PLAT WITH THE REGISTER OF DEEDS OF WAKE COUNTY WITHIN SIXTY (60) DAYS OF FINAL APPROVAL; OTHERWISE SUCH APPROVAL SHALL BE NULL AND VOID CERTIFICATE OF APPROVAL FOR RECORDING I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS OF THE TOWN OF HOLLY SPRINGS, NORTH CAROLINA AND THAT THE FEE OF $ 200 HAS BEEN PAID, AND THAT THIS PLAT HAS BEEN APPROVED BY THE TOWN OF HOLLY SPRINGS FOR RECORDING IN THE REGISTER OF DEEDS OF WAKE COUNTY. arw- 11/ 22 SUBDIVISION ADMINISTRKTFOR DATE TOWN OF HOLLY SPRINGS, NORTH CAROLINA �6fk N F 'c��, ti2i NOTAFI y PUBLIC' WR Job No.: 02190372.1 DATE: 11/16/2022 SURVEYED BY: WR DRAWN BY: MDF CHECK & CLOSURE BY: BED NOT TO SCALE SHEET: 1 OF 4 AREA SUMMARY TABLE EXISTING AREA AREA S.F. AC. OLD TRACT 2 10,261,276 235.566 NEWT RACT 3 - - NEW TRACT 2 - - NEWTRACT 1 - - TOTAL 10,261,276 235.566 NEW AREA S.F. 2,747,283 3,153,665 4,360,328 10,261,276 AC. 63.069 72.398 100.099 235.566 1 / • Wit ersRavene 115 MacKenan Drive I Cary, NC 27511 License #: F-1479 I t: 919.469.3340 1 www.withersravenel.com BKBM2022PGO2380 y Cl WHOLLY SPRINGS CAPE FEAR BUFFER— MATCH LINE -SHEETS L22 HOLLY SPRINGS SHEET 2 CAPE FEAR BUFFER Co__ / \ OLD TRACT 2 AREA \ ` L26 235.566 ACRES l \ / 10,261,276S.F. �., — — — — .— MATCH LINE S--HEET 1�, �. — --- NEW TRACT 2 I ' I (INCLUDING PUBLIC R/W) I SHEET 2 F N + `+ ��\ ( 72.398ACRES LENNARCAROLINAS, LLC C27 i` f 3 I I 3,153,665 S.F. • L101 \ \ N o L \ DB 17612 PG 1928 0' j _ t A� (INCLUDING PUBLIC RM) TRACT 2 �, 0�6L wpm WOODS CREEK ROAD CAROLINA SPRINGS L 9 8 HOLLY "'L99 • �-' 1.955ACRES BM 2021 PG 62-66 CAPE FEAR BUFFER N ( �� Y R1W — \ \ 85,168 S.F. BM 2021 PG 796EPlv T — w PIN: 0730-53-4863 � � 0' � 275� 643 m \\ \ W HOLLY SPRINGS CAPE FEAR BUFFER \ 50' DIXIE PIPELINE COMPANY R/W l 9 D C \� B 2758 PG 643 �._..� Q \ J °o L77 i-- c _ _ / �/ L84 W Q o \ / L76• N88°12'03"E 226.41' L78 N89°56'06"E 378.15' �_i i� �� I S7g2S, l , •� N86°13'36"E235.59' L82 L83 L85 Q O " _ `" \ �\ SHENANDOAH 30 HOLLY SPRINGS i-� 38F26789- `79 L80• �$1 NEW LOT L86 I O�� j � La � I HOMES LLC � / / DB 18398 PG 1142 / \ C8 CAPE FEAR BUFFER ��(� LINE J 3 Z m z i BM 2022 PG 3 _� _+ NEW TRACT 3 (INCLUDING PUBLIC RMI) ��_ Q c6 PIN:0730-83-4534 a CMa / \ Cj 63.069 ACRES WOODS CREEK ROAD \ 2.753 ACRES W 2,747,283 S.F. 119,903 S.F. • J Q \� \t 11 -!,-�' \ PERMANENT !9 - W HOLLY SPRINGS t 1 i NS 8S DRAINAGE PUBLIC UTILITY CAPE FEAR BUFFER �/ / EASEMENT 'CAPE FEAR BUFFER HOLLY SPRINGS \NEW LOT + ` 923• EASEMENT BM 2021 PG 796 , ' l \ CA BM 2021 PG 796 a h'2s J LINE DUKE ENERGY C3 •&C 9? •'c� o PROGRESS, INC L5 C2 L1 Cl L93 U N D.B. 15289, PG. 2437 C6 �4S ^ NEW TRACT 1 I- PIN:0629-26-6959 \ L3 _ _ _ C21 •C2pG1q o I I ` cs L4 100.099 ACRES + _ \ \ .C4 (, ' 4v 4,360,328 S.F. �\ \ —� 6 SS N21°25'25'W � C r' h CMF s° 71.87'(TIE) ?S NC GRID COORDINATES \ �� (INCLUDING PUBLIC RM) 4�F�y4e9 l \\\\ `• NAD 83 (2011) v- WOODFIELD DEAD END ROAD _ LOCALIZATION POINT 1.023ACRES REBAR W/CAP 44,559 S.F. J_ VS r� i N: 701,616.35' E:2,036,931.95 COMBINED FACTOR = 0.999890129 NO HOLLY SPRINGS MONUMENTS ��- iLOCAL TO THE SITE ti i MULTIPLE OBSERVATIONS WITH VRS „o WERE USED TO ESTABLISH BENCHMARK `� I S d w DUKE ENERGY PROGRESS, INC. (� 968� PUBLIC UTILITY 1 DB 15289 PG. 2437 f EASEMENT \ _ REMAINING TRACT t BM 2021 PG 796 \ `� CAROLINA SPRINGS \ \ BM 2019 PG 1777 PIN:0730-71-2692 SIGHT DISTANCE 1 � �O On EASEMENT \ l DUKE ENERGY % BM 2021 PG 796 PROGRESS, INC DB 15289 PG 2437 PIN:0629-26-6959 C15 THE TOWN OF HOLLY SPRINGS APPROVES THE EASEMENTS / RIGHT-OF-WAY DEDICATION '/ • �� AS SHOWN AND DELINEATED ON THIS PLAT \ A3 If� 51 ATURE DATE � o 1 ,y _ m CERTIFICATE OF REVIEW OFFICER I, ch e r-f 1 Cnines , REVIEW OFFICER OF WAKE COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. C�� REVIEW 6FFICER THE SUBDIVIDER SHALL FILE THE APPROVED PLAT WITH THE REGISTER OF DEEDS OF WAKE COUNTY WITHIN SIXTY (60) DAYS OF FINAL APPROVAL; OTHERWISE SUCH APPROVAL SHALL BE NULL AND VOID WAKE COUNTY, NC 68 TAMMY L. BRUNNER REGISTER OF DEEDS PRESENTED & RECORDED ON 12/2112e22 14:21:ee DOOK:DM2e22 PAGE:e238a °p0000000000000 N°CAR0l�00 o °°�FESS/p,�'L % SEAL o a r Aso o EXEMPT SUBDIVISION PLAT OF CAROLINA SPRINGS - TRACT 2. PROPERTY OF LENNAR CAROLINAS, LLC 7300 WOODS CREEK ROAD BUCKHORN TOWNSHIP I WAKE COUNTY I NORTH CAROLINA PIN: 0730534863 ZONING: WR Job No.: DATE: SURVEYED BY: DRAWN BY: CHECK & CLOSURE BY: 0 100 200 1 J 1 SCALE: 1 inch = 200 ft. SHEET: 2 OF 4 02190372.1 11/16/2022 WR MDF BED 1 / • Wit ersRavene 115 MacKenan Drive I Cary, NC 27511 License #: F-1479 I t: 919.469.3340 1 www.withersravenel.com BKBM2022PGO2381 BETTY SNEED JOHN & MARY BURRELL DB 19048 PG 2571 PIN:0730-46-6163 \G1�3J1 Q " A 00 IN11�� , DB 17977 PG 1388 PIN: 0730-55-5717 N� 0 �55 ' \-V ��p1geG / SCN\SS� /\1 ` WHOLLY SPRINGS ��0 CAPE FEAR BUFFER A�9QG1Pq� SAMEAL HARRIS oJ`f dl 0, DB 2764 PG 11 PIN:0730-55-2477 0 cn o r / WHOLLY SPRINGS �' SONYA WILSON MANGUM ESTATE FILE: 0-E-2225 CAPE FEAR BUFFER o DB 2260 PG 649 PIN:0730-45-7251 o U) / POND A2 VJ ,1� CONTROL CORNER I <° EXISTING IRON PIPE I / NC GRID COORDINATES MARY HARRIS NAD 83 (2011) 1 DB 2260 PG 670 1-4 o N: 704,781.27 ESTATE FILE: 99-E-2225 J E: 2,033,817.27' ) PIN:0730-54-5847 S88°23'59"E 437.25' C>° �QQ hqQ LAq J �— � S88°23'S9"E 1,363.28' °�° C11 r L46 \7 I r S88 L4°23'S9"E 507.27' L11 �N78°4029°Iy2 I L48 L49 48.g4- �` A 1 I -4 RBF 29"w263.79'\ \\�\5 OLD TRACT 2 AREA W WL110„" 235.566ACRE5 =I= gNEW TRACT 3 ��,L59 10,261,276 S.F. �I� �0 63.069 ACRES rL61 (INCLUDING PUBLIC R/W) w L108 2,747,283 S.F. �L63 LENNAR CAROLINAS, LLC J ZONEAEDB 17612 PG 1928NEW LOT (INCLUDING PUBLIC RMI) v, PER FIRM MAP TRACT2 IWOODS CREEK ROAD No:37200730oK Q .ALINE2.753ACREs �EFFECTIVE DATE: CAROLINA SPRINGS �I L104JULY19,2022 I L106 119,903 S.F. 30'HOLLY SPRINGS I 1.�`L66 BM 2021 PG 62-66 +--Q " _ BM 2021 PG 796 I `�\ V N88°23'59"W 205.9i°—i L105 a �� cam, CAPE FEAR BUFFER c� G 1 WAKE COUNTY DB � ,1 10 PIN: 0730-53-4863 18637 PG 2625 NEW TRACT 2 BM 2019 PG 415 PIN: 0730-33-0409 4 �� 39 HOLLY SPRINGS l _j a, r 72.398 ACRES I v UM lzs\ CAPE FEAR BUFFER // 1 3,153,665 S.F. �� V� \I Q o 30HOLLY SPRINGS 0 OQ� CAPE FEAR BUFFER / 1 , ,/--� • �ba (INCLUDING PUBLIC RMI)-� Q 0-L72 I j WOODS CREEK ROAD 0 O L73 y I L71 1.955ACRES /-�_.� � 85,168 S.F. �� Q Q LO THE TOWN OF HOLLY SPRINGS APPROVES THE EASEMENTS / RIGHT-OF-WAY DEDICATIONAf AS SHOWN AND DELINEATED ON THIS PLAT '� N �, �O FEA `n �i \ ~�-��/ WHOLLY SPRINGS _ SIG TL!&E� DATE Z Jl CAPE R BUFFER MATCH LINE -SHEET 3 a / WHOLLY SPRINGS SHEET 2 CAPE FEAR BUFFER NEW TRACT 1 \ 1 ` 100.099 ACRES CERTIFICATE OF REVIEW OFFICER G 1\ �� I r ' 4,360,328 S.F. I,�Iry CGu /l�S REVIEW OFFICER OF WAKE COUNTY, CERTIFY THAT THE \ i NC 69 1 0 (INCLUDING PUBLIC RMf) `� i WAKE COUNTY WOODFIELD DEAD END ROAD MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY o � � � REQUIREMENTS FOR RECORDING. \ rn 1 \ C27 � I TAMMY L. BRUNNER 1.023AC.F. REGISTER OF DEEDS L101 - 44,559S.F. & RECORDED ON -Q� l PRESENTED • 6 REVIEW OFFICER DA1�E WHOLLY SPRINGS "'• 12r2i/2022 i4:21: ee L99 Lgg CAPE FEAR BUFFER 4 111111E III IIIII IIIII IIIII IIIII IIIII IIIII ItIIII IIII I THE SUBDIVIDER SHALL FILE THE APPROVED PLAT WITH THE REGISTER OF DEEDS OF WAKE ��`' . 1 BDDK . BMZQ�� PAGE • 0235 1 ( — COUNTY WITHIN SIXTY (60) DAYS OF FINAL APPROVAL; OTHERWISE SUCH APPROVAL SHALL \ , \ �\ BE NULL AND VOID EXEMPT SUBDIVISION PLAT OF WRJob No.: 02190372.1 DATE: 11/16/2022 °°°°°°°°°°°°°°° CAROLINA SPRINGS - TRACT 2 SURVEYED BY: WR °o°oN C A /3°°°°° DRAWN BY: MDF ..000 0 0°°° °° CHECK & CLOSURE BY: BED °FEss/p2° 0 9 PROPERTY OF WithersRavenet s o LENNAR CAROLINAS, LLC 390 0 0 0 o too zoo oZ115 MacKenan Drive I Cary, NC 27511 �� o ' ,°0000 7300 WOODS CREEK ROAD SCALE•=200 n. License #: F-1479 I t: 919.469.3340 1 www.withersravenel.com °°`'q °°°°°°°°°°°° y ° BUCKHORN TOWNSHIP I WAKE COUNTY I NORTH CAROLINA ?°°N° E-�) PIN: 0730534863 ZONING: SHEET: 3 OF4 BKBM2022PGO2382 THE TOWN OF HOLLY SPRINGS APPROVES THE EASEMENTS / RIGHT-OF-WAY DEDICATION AS SHOWN AND DELINEATED ON THIS PLAT SIdNp,TURE DATE MARY HARRIS DB 2260 PG 670 I ESTATE FILE: 99-E-2225 PIN:0730-54-5847 I 0 eI jI N OLD TRACT 2 AREA I L110;,ti 235.566 ACRES I g 10,261,276 S.F. (INCLUDING PUBLIC R/W) I L108 LENNAR CAROLINAS, LLC I I HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN:0730-85-2539 N87°43'32"E 1,096.87' G / o r i 2MM, LLC DB 18231 PG 2327 _ MO / BM 1999 PG 1839 PIN: 0730-65-2261CD co F- -- W HOLLY SPRINGS \ \ N CAPE FEAR BUFFER / / RENA COLEMAN o ! ! DB 17803 PG 2498 Z ZONE AE 1 BM 1999 PG 1839 PER FIRM MAP { PIN:0730-64-4708 S88°23'59"E 507.2T NO:372007300K L11 S88°1544"E 521.92' EFFECTIVE DATE: RBF O JULY 19, 2022 + 1 I I 1 N 1 `1 ` t � ' 1 _ l co DB 17612 PG 1928 I o TRACT 2 NEW LOT I -LINE L1p4 NEW TRACT 1 ) I L13 CAROLINA SPRINGS ! • BM 2021 PG 62-66 I �L-1�06 100.099 ACRES 1 !r 4,360,328 S.F. 30' HOLLY SPRINGS v BM 2021 PG 796 � i2� � N88°23'S9"W 205.97' `� L105 GAO, C,",•7 CAPE FEAR BUFFER r PIN: 0730-53-4863 I I o (INCLUDING PUBLIC RMI) � � e SHENANDOAH I L� HOMES LLC WOODFIELD DEAD END ROAD / Q , 1.023 ACRES 11 DB 18398 PG 1142 44,559 S.F. \ r / BM 2022 PG 3 �� PIN:0730-83-4534 Q !! ^ 39 HOLLY SPRINGS �l �/ CAPE FEAR BUFFER �_�i'�."� I �-� OOQ�O� / I/LI Q NEW TRACT 2 h �_�� / C, Co , s I 72.398 ACRES ti Q QJ POND MIS 3,153,665 S.F. w'w (INCLUDING PUBLIC RM) c= IU) WOODS CREEK ROAD 1.955 ACRES z I 85,168 S.F. L22 / C) F- Co ° \ L26 I to I - �. MATCH LINE -SHEET 4 � I.� I .�� . SHEET2 WAKE COUNTY, NC 70 J 1 TAMMY L . BRUNNER C27• • L1o1 REGISTER OF DEEDSo PRESENTED &RECORDED ON cI6 Leh' " �� <o\� ++ ry 12r2VU22 14:21:0L98 0 L99 II IIIIIII I I I II II I � 50 DIXIE IPp ELINEP�6=N P`Y R W _- � � ; �� T � - _ � � � � - _-- -•-_ - �_ ._ IIIII III IIIIIII o D6 2275� - BOOK:BM2022 PAGE:02382 - M \ �J+ L84 / r I N86°13'36"E235.59' L82 C83 L85 •L80 NEW LOT L86 LINE co _I CERTIFICATE OF REVIEW OFFICER Oi I, er'U I 1.a17IeS REVIEW OFFICER OF WAKE COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. CA.) -A 1 P 6r,. A W REVIEW OFFICER DATE THE SUBDIVIDER SHALL FILE THE APPROVED PLAT WITH THE REGISTER OF DEEDS OF WAKE COUNTY WITHIN SIXTY (60) DAYS OF FINAL APPROVAL; OTHERWISE SUCH APPROVAL SHALL BE NULL AND VOID B v 0 to to \ W 0 M z CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD Cl 197.22 588.00 N79°21'36"W 196.39 C2 157.97 1055.00 S86°44'30"W 157.82' C3 19.06 478.00 S83°35'40"W 19.06' C4 30.91 370.00 S84°37'29"W 30.90' C5 144.00 400.00 N82°32'27"W 143.22' C6 199.52 863.58 N65°36'31"W 199.08' C7 255.95 750.00 N68°45'58"W 254.71' °p0°0900000°°00 °°o" N C A R °°°° "ql 00 °rFESS/py9 o y�o �a EAL o -43 Oo o �o=o ��oo O o 7 00000 o R00000 ° MAN E • �P°°°° \+ < + SHENANDOAH 1 \ IW j HOMES LLC 41 ! DB 18398 PG 1142�- ' / BM 2022 PG 3 ! / i 1 p � PIN:0730-83-4534 CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C8 151.10 550.00 N70o4O'21"W 150.62' C9 237.27 300.00 WW08'40"W 231.14' C10 533.97 500.00 N48°04'50"W 508.95' C11 341.48 650.00 S86°16'31"W 337.56' C12 156.24 1744.62 N53°49'50"W 156.19' C13 31.15 1744.62 N50°45'12"W 31,15' C14 48.71 30.00 NO3°50'26"W 43.53' EXEMPT SUBDIVISION PLAT OF CAROLINA SPRINGS - TRACT 2 PROPERTY OF LENNAR CAROLINAS, LLC CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C15 47.77 30.03 S88°16'02"W 42.89' C16 41.63 1745.00 N45°42'33"W 41.63' C17 76.42 588.00 N48°44'57"W 76.37' C18 43.67 30.00 N10°46'16"W 39.91' C19 43.67 30.00 S72°37'55"W 39.91' C20 16.45 588.00 N66°28'06"W 16.45' C21 25.46 588.00 N68°30'38"W 25.46' 7300 WOODS CREEK ROAD BUCKHORN TOWNSHIP I WAKE COUNTY I NORTH CAROLINA PIN: 0730534863 ZONING: WR Job No.: DATE: SURVEYED BY: DRAWN BY: CHECK & CLOSURE BY: 0 100 200 SCALE:1 inch = 200 ft. SHEET: 4 OF 4 LINE TABLE LINE TABLE LINE BEARING DISTANCE LINE BEARING DISTANCE Ll N88°58'08"W 130.59' L57 S12°23'14"W 17.24' L2 S82°27'07"W 81.16' L58 S06°24'42"E 27.11' L3 S07°32'53"E 24.00' L59 S09°27'43"W 11.46' L4 S82°13'53"W 15.75' L60 S45°15'32"E 31.57' L5 S01°16'36"E 30.01' L61 S06°04'58"E 20.99' L6 N78°32'34"W 168.27' L62 S13°25'27"E 11.69' L7 N62°48'09"W 87.66' L63 S07°40'27"E 6.01' L8 NOO°34'08"E 31.78' L64 S82°42'39"E 16.26' L9 N00°15'16"W 52.68' L65 Sl8o30'46"E 94.67' L10 NOO°56'20"E 132.05' L66 S05°08'35"W 46.91' Lll S88°25'09"E 31.39' L67 500°33'55"E 104.81' L12 530°11'47"E 85.34' L68 507°34'32"E 106.63' L13 S82°08'29"E 69.83' L69 S52°38'08"W 59.82' L14 S17°44'40"W 18.20' L70 S63°44'50"W 80.49' L15 S23°37'46"W 75.80' L71 N89°53'12"W 161.79' L16 S21°48'05"W 93.49' L72 N80°48'39"W 30.00' L17 S20°08'11"W 138.69' L73 S09°11'21"W 11.14' L18 S15°31'27"W 162.17' L74 S17°27'49"E 157.69' L19 S49°23'56"W 40.02' L75 SOO°50'20"W 72.36' L20 S55°18'18"W 68.63' L76 S89°07'14"E 30.00' L21 S42°52'44"W 82.92' L77 S00°50'20"W 9.28' L22 S32°28'16"W 15.94' L78 N89°32'13"E 37.67' L23 S32°28'16"W 40.65' L79 N72°22'34"E 63.91' L24 S42°30'37"W 70.65' L80 N89°51'52"E 45.84' L25 S09°2745"W 52.80' L81 N71°2O'50"E 73.36' L26 S02°12'03"E 43.83' L82 589°34'22"E 145.36' L27 S14°04'58"E 23.28' L83 S80°17'22"E 70.92' L28 513°23'40"W 87.92' L84 S89°22'26"E 24.13' L29 S14°02'10"E 53.69' L85 S06°20'55"E 27A6' L30 S26°33'55"E 87.35' L86 S88°07'40"E 35.74' L31 S32°55'31"W 39.40' L87 S01°36'34"W 111.45' L32 S23°22'37"E 119.54' L88 S47°24'40"W 29.72' L33 S26°03'51"W 131.52' L89 S01°36'01"W 51.00, L34 S08°34'38"E 162.48' L90 S44°33'50"E 40.57' L35 S02°27'06"E 91.24' L91 S01°36'12"W 134.41' L36 S67°51'04"W 127.38' L92 S49°55'53"E 28.13' L37 S05°53'00"E 181.57' L93 520°32'19"W 19.90, L38 S01°36'15"W 105.92' L94 N09°07'24"E 111.70' L39 S38°56'42"W 96.61' L95 N21°08'18"E 25.00' L40 N55°20'07"W 173.08' L96 N68°51'42"W 23.48' L41 S03°38'53"E 182.81' L97 N21°06'41"E 75.24' L42 562°37'51"W 44.32' L98 N88°23'59"W 118.99' L43 N56°23'46"W 50.17' L99 N87142'04"W 82.01' L44 N49°23'05"W 55.04 L100 N01°36'01"E 51.00' L45 N59°04'11"W 82.00' L101 S87°42'04"E 82.01' L46 S01°36'01"W 30.00' L102 N01°36'01"E 114.28' L47 S07o24'07"W 16.92' L103 NOl°34'51"E 73.97' L48 S10°58'54"E 11.17' L104 S81°19'14"W 83.33' L49 S07o22'06"W 11.49' L105 S89°26'50"W 170.88' L50 S20°45'33"E 19.71' L106 N88°23'59"W 55.00, L51 S00°35'23"E 15.00' L107 N01°36'01"E 170.00' L52 S13°53'07"W 27.95' L108 N88°23'59"W 8.63' L53 S52°48'35"E 12.44' L109 N01°36'01"E 51.00' L54 S38°45'19"E 14.57' L110 S8643'39"E 53.15' L55 S13°54'53"E 17.68' Llll NO6°08'17"E 12.74' L56 SO5°22'00"E 22.28' L112 N01°35'53"E 131.29' CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C22 40.83 26.00 N23°52'30"W 36.76' C23 55.34 162.50 N11°21'21"E 55.07' C24 13.75 23.00 N18°43'15"E 13.54' C25 39.27 25.00 S46°36'01"W 35.36' C26 39.27 25.00 N43°23'59"W 35.36' C27 39.27 25.00 N46°36'01"E 35.36' C28 147.36 259.00 N17°53'57"E 145.38' 02190372.1 11/16/2022 WR MDF BED CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C29 194.13 341.00 N17°53'22"E 191.51' C30 72.38 46.00 N46°39'33"E 65.14' C31 72.13 46.00 N43°2O'27"W 64.96' C32 61.34 40.00 S45°30'50"W 55.51' C33 39.27 25.00 N43°23'59"W 35.36' C34 39.27 25.00 N43°23'59"W 35.36' WithersRavenel 115 MacKenan Drive I Cary, NC 27511 License #: F-1479 I t: 919.469.3340 1 www.withersravenel.com WOOD S C R E E K R D W O O D F I E L D D E A D E N D R D W I N D I N G W A Y PHASE 2 PHASE 1 W O O D S C R E E K R D US 1 H W Y VICINITY MAP DEVELOPER/OWNER ATTN: STEPHEN DORN LENNAR CAROLINAS 1100 PERIMETER PARK DRIVE, SUITE 112 MORRISVILLE, NC 27560 PHONE: (919) 465-5925 EMAIL: STEPHEN.DORN@LENNAR.COM 1"=500" S N W E Engineers | Planners | Surveyors PREPARED BY: WithersRavenel 115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com R CAROLINA SPRINGS PHASE 2 SECTIONS 6-10 CO N S T R U C T I O N P L A N FO R : C A R O L I N A S P R I N G S P H 2 WR P R O J E C T N O . : 0 2 1 9 0 3 7 2 . 3 0 EXISTING REBAR WITH CAP NC GRID COORDINATES NAD 83(2011) LOCALIZATION POINT N:702,591.86' E:2,035,789.27' COMBINED FACTOR = 0.999890129 NO HOLLY SPRINGS MONUMENTS LOCAL TO THE SITE MULTIPLE OBSERVATIONS WITH VRS WERE USED TO ESTABLISH BENCHMARK CONSTRUCTION PLAN FOR NOTE: PER THE APPROVED PUD, DENSITY MAY BE TRANSFERRED BETWEEN DISTRICTS BUT IS LIMITED TO 1,700 TOTAL DEVELOPMENT UNITS TIA NOTE: 1.PER THE TIA APPROVED FOR THE CAROLINA SPRINGS DEVELOPMENT, TRAFFIC SIGNALS WILL BE CONSTRUCTED AT THE FOLLOWING INTERSECTIONS WHEN WARRANTED AND APPROVED BY THE NCDOT AND THE TOWN. UNTIL SUCH TIME, THESE INTERSECTIONS WILL CONTINUE TO BE MONITORED WITH EACH PHASE OF THE CAROLINA SPRINGS DEVELOPMENT. THIS SUBDIVISION PLAN IS RESPONSIBLE FOR PAYMENT OF A FEE-IN-LIEU OF DESIGN AND CONSTRUCTION, PROPORTIONATE TO THE PROJECT IMPACT, DUE AT THE TIME OF CONSTRUCTION DRAWING APPROVAL. THE AMOUNTS ARE INCLUDED BELOW. 1.1.FUTURE TRAFFIC SIGNAL AT NC-540 EB RAMPS AT OLD HOLLY SPRINGS APEX RD. - $11,775.75 1.2.FUTURE TRAFFIC SIGNAL AT OLD HOLLY SPRINGS APEX RD. AT CAROLINA SPRINGS BLVD. - $42,152.91 1.3.FUTURE TRAFFIC SIGNAL AT OLD HOLLY SPRINGS APEX RD. AT WOODS CREEK RD. - $38,288.25 1.4.SB RIGHT TURN LANE AT INTERSECTION OF BENNETT KNOLL PKWY AT NC-55 - $10,395.00 NOTES: 1.ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS. 2.CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY BEGIN. DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL. 3.DEVELOPED OPEN SPACE PER UDO SECTION 7.1. 4.PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS. 5.ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS. 6.ALL WALLS WILL REQUIRE A BUILDING PERMIT FROM THE CODE ENFORCEMENT DEPARTMENT. 7.OFFSITE GREENWAY CONNECTION TO 12 OAKS GREENWAY TO BE COMPLETED NOT LATER THAN THREE YEARS FOLLOWING FIRST CERTIFICATE OF OCCUPANCY. 8.FEES-IN-LIEU OF PARK LAND DEDICATION SHALL BE PAID IN ACCORDANCE WITH THE RATES AND TERMS OF TABLE 1 OF THE INFRASTRUCTURE REIMBURSEMENT AGREEMENT (IRA) EXECUTED JUNE 1, 2019 OR AS SUBSEQUENTLY AMENDED. HOLLY SPRINGS, NORTH CAROLINA MASTER PLAN 19-MAS-03-A01 APPROVAL: JUNE 22, 2020 PUD APPROVAL: (18-PUD-01) MAY 21, 2019 INITIAL PLAN DATE: MAY 9, 2022 PROJECT #21-MAS-06/PRCDC202201301 PRELIMINARY SUBDIVISION 21-MAS-06 APPROVAL: APRIL 19, 2022 "THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS, AND THE ADOPTED ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF THE TOWN OF HOLLY SPRINGS. THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN APPROVED BY THE TOWN. FURTHERMORE, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW THIS CERTIFIES THAT THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. THESE PLANS WERE PREPARED USING SURVEY GRADE DATA IN ALL AREAS WHERE WORK IS BEING PROPOSED INCLUDING UTILITY CROSSINGS AND OTHER ENVIRONMENTALLY SENSITIVE AREAS. N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SIGNATURE SET DATE: APRIL 21,2023 INDEX OF SHEETS SHEET NUMBER SHEET TITLE C0.00 COVER SHEET C1.00 EXISTING CONDITIONS C2.00 - C2.06 SITE PLANS C2.10 UTILITY PLANSC3.00 - C3.06 OPEN SPACE PLANS OVERALL SEWER DRAINAGE AREA MAPC3.07 C9.01 DETAILS - SITE DETAILS C2.11 - C2.15 OVERALL OPEN SPACE PLAN STORM DRAINAGE PLANSC4.00 - C4.05 C0.01 GENERAL NOTES C6.00 - C6.01 OVERALL EROSION CONTROL PLANS C6.14 - C6.15 EROSION CONTROL PLANS - SECTION 10 C6.16 - C6.17 EROSION CONTROL NOTES C7.01 - C7.12 PLANS & PROFILES - ROADWAY C7.14 - C7.17 PLANS & PROFILES - GREENWAY C7.18 - C7.23 PLANS & PROFILES - SANITARY SEWER OUTFALLS C8.01 - C8.06 SCM PLANS & DETAILS C8.08 CULVERT BYPASS PLAN C9.03 TYPICAL SECTIONS C9.04 DETAILS - STORM & WATER DETAILS C9.06 DETAILS - SANITARY SEWER DETAILS C9.07 DETAILS - NCDEQ NCG01 PLAN SHEET L3.01 TREE PRESERVATION AERIAL L3.00 TREE PRESERVATION PLAN L2.01-L2.03 LANDSCAPE CALCULATIONS L2.00 LANDSCAPE DETAILS L1.07-L1.08 SCM LANDSCAPE PLANS L1.01-L1.06 LANDSCAPE PLANS L1.00 OVERALL LANDSCAPE PLAN L0.00 LANDSCAPE GENERAL CONDITIONS C6.18 EROSION CONTROL DETAILS GRADING PLANSC5.00 - C5.06 STORM DRAINAGE TABLESC4.06 - C4.07 SIGNING AND MARKING PLANC2.19 OPEN SPACE DETAILSC2.16 - C2.17 OPEN SPACE ENHANCED PLANT SCHEDULEC2.18 SL1.00-SL1.02 SITE LIGHTING PLAN - LUMENS GRID SL1.03-SL1.05 SITE LIGHTING PLANS C6.02 - C6.03 C6.04 - C6.11 C6.12 - C6.13 EROSION CONTROL PLANS - SECTION 6 EROSION CONTROL PLANS - SECTIONS 7-8 EROSION CONTROL PLANS - SECTION 9 C2.07 - C2.09 SITE CURBING PLAN C8.07 CULVERT PLAN & PROFILE C9.02 DETAILS - ROADWAY DETAILS C9.05 DETAILS - RECLAIMED WATER DETAILS PRELIMINARY UTILITY/SEWER FLOWS NOTE: THE DISTRIBUTION PER PHASE OF THE TOTAL NUMBER OF DWELLING UNITS AND COMMERCIAL SQUARE FOOTAGE IS SUBJECT TO CHANGE. THE TOTAL OVERALL PROPOSED NUMBERS SHALL NOT CHANGE. * THIS CAROLINA SPRINGS PHASE 2 RESIDENTIAL SUBDIVISION PLAN WILL PROVIDE 102,255 GPD AND A PEAK FLOW OF 71 GPM . DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 Development Services 8/9/2023 James Smith SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 0 . 0 1 G E N E R A L N O T E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 5 1 : 2 2 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GE N E R A L N O T E S C0.01 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 POND POND 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLAND AREA W36 WETLAND AREA W7 WETLAND AREA W9 WETLAND AREA W10 (LINEAR WETLAND) WETLAND AREA W12 WETLAND AREA W12 WETLAND AREA W12 WETLAND AREA W13 WETLAND AREA W14 WETLAND AREA W15 WETLAND AREA W37 WETLAND AREA W16 WETLAND AREA W17 24" RCP WETLAND AREA W35WETLAND AREA W34 WETLAND AREA W33 WETLAND AREA W32 WETLAND AREA W31 WETLAND AREA W31 WETLAND AREA W31 WETLAND AREA W31 WETLAND AREA W30 WETLAND AREA W30 WETLAND AREA W25 WETLAND AREA W24 WETLAND AREA W23 WETLAND AREA W18 WETLAND AREA W19 WETLAND AREA W22 WETLAND AREA W21 WETLAND AREA W21 WETLAND AREA W20 (LINEAR WETLAND) 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER WETLAND AREA W11 18" RCP 15" RCP 2 4 " R C P 15" RCP 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758 PG 643 50' DIXIE PIPELINE COMPANY R/W DB 2758 PG 643 S04 START S05 START DWR START FEATURE L BUFFER DWR STOP FEATURE L BUFFER DWR START FEATURE L BUFFER HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 DELORES HORTON DB 8201 PG 2115 PIN: 0730652261 MATTIE HARRIS HEIRS DB 9105 PG 2362 & 16-E-2429 PIN: 0730644708 MARY HARRIS DB 2260 PG 670 & 99-E-2225 PIN: 0730545847 SONYA LEE WILSON DB 2260 PG 649 PIN: 0730457251 SAMUEL O'NEAL HARRIS DB 2764 PG 11 PIN: 0730552477 KEMP HARRIS & SHARON REEVES DB 2260 PG 670, 07-E-1184 & 07-E-1185 PIN: 0730555717 S R 1 1 5 4 - W O O D S C R E E K R O A D 6 0 ' P U B L I C R / W ( D B 9 2 6 4 P G 2 9 5 ) WOODFIELD DEAD END ROAD 60' PUBLIC R/W US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R / W (BM 2 0 1 9 P G 1 7 7 9 ) 125' D U K E E N E R G Y T R A N S M I S S I O N LINE R / W R E S E R V A T I O N (BM 2 0 1 9 P G 1 7 7 9 ) DWR START FEATURE R BUFFER DWR STOP FEATURE U BUFFER S06 START DWR START FEATURE H BUFFER DWR START FEATURE I BUFFER DWR STOP FEATURE I BUFFER DWR START FEATURE I BUFFER DWR STOP FEATURE I BUFFER DWR STOP FEATURE H BUFFER S02 STOP S01 START 30' HOLLY SPRINGS CAPE FEAR BUFFER S 0 0 ° 5 2 ' 0 2 " E 3 7 8 . 7 9 ' N 4 5 ° 0 6 ' 1 6 " W 1 , 0 8 1 . 0 3 ' N 1 7 ° 2 9 ' 1 2 " W 8 8 4 . 1 0 ' N 58° 3 3 ' 4 0 " E 2 8 6 . 4 2 ' N 58° 3 3 ' 4 0 " E 1 , 0 4 3 . 6 6 ' N 58° 3 0 ' 1 9 " E 6 0 5 . 6 8 ' S 88°23'59" E 2,307.80' N 0 0 ° 2 7 ' 2 9 " E 3 9 5 . 3 6 ' S 88°15'44" E 521.92' L1 C 1 C2 C3 C4 C5 C6 C7 C 8 C 9 C10 L2L3 L4 L5 L6 L 7 L8 L9 L10 L11 L1 2 L1 3 L1 4 L1 5 L1 6 L17 L 2 5 L 2 6 L27 L 2 8 L 2 9 L 3 0 L3 1 L3 2 L33L34 L3 5 L 3 6 L3 7 L3 8 L39 L40 L41 L 4 2 L4 3 L44 L45 L4 6 L4 7 L48 L51 L55L5 6 L5 7 L5 8 L5 9 L60L61 L62 L63 L64 L6 5 L 6 6 L6 7 L 6 8 L 6 9 L70 CAROLINA SPRINGS TRACT 2 231.230 ACRES (LESS PUBLIC R/W) 238.540 ACRES (INCLUDING PUBLIC R/W) LENNAR CAROLINAS, LLC DB 17612, PG 1928 BM 2021, PG 62 PIN: 0730533724 CONTROL CORNER EXISTING IRON PIPE NC GRID COORDINATES NAD 83(2011) N: 704,781.27' E: 2,033817.72' ZONE AE PER FIRM MAP No. 3720073000J DATED MAY 2, 2006 ZONE AE PER FIRM MAP No. 3720073000J DATED MAY 2, 2006 EXISTING REBAR WITH CAP NC GRID COORDINATES NAD 83(2011) LOCALIZATION POINT N: 702,591.86' E: 2,035,789.27' COMBINED FACTOR = 0.999890129 NO HOLLY SPRINGS MONUMENTS LOCAL TO THE SITE MULTIPLE OBSERVATIONS WITH VRS WERE USED TO ESTABLISH BENCHMARK WETLAND AREA W6 WETLAND AREA W8 350' 350' 3 4 5 ' 345' 34 0 ' 3 4 0 ' 335' 33 5 ' 3 3 5 ' 330' 3 3 0 ' 330' 3 3 0 ' 330 ' 33 0 ' 330' 330' 3 2 5 ' 325' 32 5 ' 3 2 5 ' 325' 325' 3 2 5 ' 3 2 5 ' 3 2 5 ' 32 5 ' 325' 325' 320' 320' 320 ' 3 2 0 ' 3 2 0 ' 32 0 ' 320' 320 ' 320' 32 0 ' 320' 32 0 ' 320' 320' 32 0 ' 32 0 ' 320' 3 2 0 ' 315' 3 1 5 ' 31 5 ' 31 5 ' 3 1 5 ' 31 5 ' 31 5 ' 3 1 5 ' 315 ' 310' 31 0 ' 3 1 0 ' 310' 310' 31 0 ' 31 0 ' 31 0 ' 310' 3 1 0 ' 305' 305 ' 3 0 5 ' 30 5 ' 30 5 ' 305' 305 ' 300' 300' 300 ' 300' 30 0 ' 295' 29 5 ' 295' 29 5 ' 295' 290' 2 9 0 ' 290' 290' 2 9 0 ' 285' 28 5 ' 28 5 ' 285' 285' 28 5 ' 28 0 ' 280' 2 8 0 ' 27 5 ' 2 7 5 ' 2 7 5 ' 2 7 5 ' 275 ' 275 ' 275 ' 270' 270' 2 7 0 ' 270' 270' 2 7 0 ' 270 ' 270' 27 0 ' 270' 270' 27 0 ' 27 0 ' 265' 265' 265 ' 265' 26 5 ' 265' 2 6 5 ' 265 ' 26 5 ' 265 ' 26 5 ' 265' 260' 2 6 0 ' 260 ' 2 6 0 ' 2 6 0 ' 260 ' 260 ' 2 6 0 ' 260' 2 6 0 ' 260' 26 0 ' 255' 255 ' 25 5 ' 2 5 5 ' 25 5 ' 2 5 0 ' 25 0 ' 3 2 5 ' 30' HOLLY SPRINGS CAPE FEAR BUFFER DM01 START FLAG SB03 STOP FLAG SB04 START FLAG DM02 START FLAG SB06 START FLAG SB07 STOP FLAG SB08 START FLAG 4" METAL PIPE INV: 296.26' TH11 TH10 TH9 TH8 TH7 TH6 TH5 TH4 TH3 TH2 N 1 1 ° 2 3 ' 4 8 " E 32 1 . 3 6 ' LINE TABLE LINE BEARING DISTANCE L1 N 54°12'58" W 165.88' L2 N 82°43'41" W 184.98' L3 S 82°13'53" W 120.35' L4 N 58°59'23" W 259.90' L5 N 78°32'34" W 168.27' L6 N 62°48'09" W 87.66' L7 N 17°29'12" W 221.49' L8 N 78°40'29" W 263.79' L9 N 78°40'29" W 248.94' L10 N 00°34'08" E 31.78' L11 N 00°15'16" W 52.68' L12 N 00°56'20" E 132.05' L13 S 01°30'13" W 278.79' L14 S 01°28'57" W 305.69' L15 S 01°31'07" W 297.03' L16 S 01°33'54" W 285.30' L17 S 88°25'09" E 31.39' L18 S 39°16'39" E 67.72' L19 S 50°26'17" W 185.42' L20 S 50°16'11" W 20.28' L21 S 50°25'17" W 46.17' L22 N 29°42'41" W 325.78' L23 N 29°42'41" W 206.33' L24 S 88°28'42" W 399.90' L25 N 47°46'34" W 220.46' L26 N 14°27'23" W 119.38' L27 S 38°42'14" W 275.67' L28 N 34°26'14" W 221.90' L29 N 05°26'39" W 142.99' L30 N 05°29'08" W 34.93' L31 N 17°45'06" E 234.87' L32 N 01°41'58" W 155.25' L33 N 84°03'39" W 127.73' L34 S 23°22'37" E 119.54' L35 S 26°03'51" W 131.52' CURVE TABLE CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH C1 900.00'143.13'N 49°39'37" W 142.98' C2 350.00'229.83'N 63°54'58" W 225.72' C3 850.00'223.13'S 89°45'06" W 222.49' C4 400.00'178.31'N 84°59'53" W 176.84' C5 863.58'199.52'N 65°36'31" W 199.08' C6 750.00'255.95'N 68°45'58" W 254.71' C7 550.00'151.10'N 70°40'21" W 150.62' C8 300.00'237.27'N 40°08'40" W 231.14' C9 500.00'533.97'N 48°04'50" W 508.95' C10 650.00'341.48'S 86°16'31" W 337.56' C11 300.00'239.20'N 67°25'01" W 232.91' C12 300.00'235.22'N 67°02'11" W 229.24' C13 1,000.00'128.39'N 85°49'10" W 128.30' C14 1,000.00'106.91'N 85°12'16" W 106.86' LINE TABLE LINE BEARING DISTANCE L36 S 08°34'38" E 162.48' L37 S 02°21'23" E 38.77' L38 S 02°31'20" E 348.38' L39 S 66°25'47" E 194.89' L40 S 67°51'04" W 127.38' L41 S 30°29'35" W 204.97' L42 S 05°53'00" E 181.57' L43 S 01°36'15" W 105.92' L44 S 39°05'38" W 237.21' L45 S 38°56'42" W 96.61' L46 N 55°20'07" W 173.08' L47 S 03°38'53" E 182.81' L48 S 62°37'51" W 109.64' L49 S 89°44'29" W 101.32' L50 N 44°34'30" W 192.27' L51 N 82°08'29" W 317.50' L52 N 82°08'29" W 425.79' L53 S 06°07'35" E 71.42' L54 S 12°43'16" E 177.53' L55 S 17°44'40" W 18.20' L56 S 23°37'46" W 75.80' L57 S 21°48'05" W 93.49' L58 S 20°08'11" W 138.69' L59 S 15°31'27" W 162.17' L60 S 49°23'56" W 40.02' L61 S 55°18'18" W 68.63' L62 S 42°52'44" W 82.92' L63 S 32°28'16" W 56.59' L64 S 42°30'37" W 70.65' L65 S 09°27'45" W 52.80' L66 S 08°07'49" E 61.38' L67 S 13°23'33" W 93.69' L68 S 14°02'10" E 53.69' L69 S 26°33'55" E 87.35' L70 S 32°56'39" W 39.40' LEGEND (IPF)-IRON PIPE FOUND (IPS)-IRON PIPE SET (RBF)-REBAR FOUND (POINT)-COMPUTED POINT (NO MONUMENT FOUND OR SET) (FHYD)-FIRE HYDRANT (WV)-WATER VALVE (LP)-LIGHT POLE (PP)-POWER POLE (EPD)-ELECTRIC PEDESTAL (WM)-WATER METER (MB)-MAILBOX (EOP)-EDGE OF PAVEMENT (TLP)-TLELPHONE PEDESTAL (SSMH)-SANITARY SEWER MANHOLE GENERAL NOTES: 1. BASIS OF BEARINGS: NC STATE PLANE GRID COORDINATES, NAD83(2011). 2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. 3. AREAS SHOWN HEREON WERE COMPUTED USING THE COORDINATE METHOD. 4. LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS PLAT. 5. PORTIONS OF THE SUBJECT PROPERTY ARE LOCATED WITHIN A FLOOD HAZARD AREA ACCORDING TO FLOOD INSURANCE RATE MAP 3720073000J DATED MAY 2, 2006. 6. IRON PIPES SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 7. UNDATED BOUNDARY SURVEY AND GAS LINE EASEMENT INFORMATION PROVIDED AND PERFORMED BY BATEMAN CIVIL SURVEY COMPANY. WITHERSRAVENEL ASSUMES NO LIABILITY BASED ON THIS PROVIDED INFORMATION. ACREAGE SUMMARY TRACT 2 (AREA LESS PUBLIC R/W) TRACT 3 LOT No.ACREAGE 211.95 ACRES 7.95 ACRES 59.574 ACRES TRACT 2 (AREA WITHIN PUBLIC R/W) SURVEYOR'S CERTIFICATE "I, BENJAMIN E. DAYTON, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK SEE MAP, PAGE _____, THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK SEE MAP, PAGE ____; THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY AS CALCULATED IS 1:20,000+; THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600). WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL THIS __________ DAY OF _______________________, A.D., 2021. _____________________________________ BENJAMIN E. DAYTON, PLS L-4390 TRACT 4 72.784 ACRES REMAINING TRACT 18.32 ACRES TRACT 2 "LOW RIDGE, LLC"23.551 ACRES TOTAL ACREAGE 394.129 ACRES GPS NOTE: CLASS OF SURVEY: A POSITIONAL ACCURACY: 0.05' DATE OF SURVEY: NOVEMBER 27, 2019 DATUM/EPOCH: NAD83/NSRS2011 GEOID MODEL: 12B COMBINED GRID FACTOR: 0.999890129 UNITS: US SURVEY FEET N O R T H C A RO L I N A B E N J A MIN E . D A Y T ON PR O F E S SIO N A L L A N D SU R V E YO R SEAL L-4390 VICINITY MAP NO SCALE W O O D S C R E E K R O A D US H I G H W A Y 1 O L D H O L L Y S P R I N G S A P E X R O A D WO O D S C R E E K R O A D GRAPHIC SCALE 1 inch = 200 ft. 200 0 100 200 400 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 1 . 0 0 - O V E R A L L E X I S T I N G C O N D I T I O N S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 5 3 : 1 3 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m En g i n e e r s [ P K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 OV E R A L L E X I S T I N G CO N D I T I O N S C1.00 MA T C H L I N E SH E E T 2 SH E E T 1 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 CALVANDER LANE (51' PUBLIC ROW) LE L A N D C R E S T D R I V E (8 2 ' P U B L I C R . O . W . ) CAROLINA SPRINGS BLVD. (82' PUBLIC R.O.W.) ALLEY 3 (25' PRIVATE EASEMENT) AL L E Y 4 (2 5 ' P R I V A T E E A S E M E N T ) AL L E Y 5 (2 5 ' P R I V A T E A L L E Y ) T 320 W 239 240 241 422425426423424 84 83 215 87 214 221 213 101 236 220 212 100 235 219 211 99 91 234 218 210 98 90 233 217 97 89 232 224 216 88 223 80 85 242 238 181 182 183 177 178 179 180 174 175 176 184 188 187189 150 151 128 152 145 123 146 154 147 117 202 255 256 272 204 273 274 190 346347348350351 345 378 377 358 375 357 383 382 373379 361 193 262 278 194 263 279 195 264 280 196 281 282 251 259 267 275 191 252 260 268 276269 198 254 270 239 240 241 242 150 151 128 152 145 123 146 154 147 117 181 182 183 177 178 179 180 174 175 176 184 188 187189 238 272 204 273 274 190 346347348350351 345 375 357 383 382 373379 361 193 262 278 194 263 279 195 264 280 196 281 282 251 259 267 275 191 252 260 268 276269 198 254 270 202 255 256 80 85 84 422425426423424 83 231 215 87 230 214 237 229 221 213 101 236 228 220 212 100 235 227 219 211 99 91 234 218 98 90 233 217 97 89 232 224 216 88 223 378 377 358 404 405 406 407 408 410 411 412 413 414 419418417416 7 15 8 16 9 17 10 18 3 11 19 4 12 20 5 13 22 6 14 34 42 33 40 32 39 23 38 37 36 35 41 1 2 43 46 65 73 66 67 68 76 69 70 63 64 72 45 71 79 78 81 82 86 92 93 94 95 102 103 104 105 106 107 108 109 111 112 113 114 110 387 421 384 363 356 271 245 247 248 249 258 203 197 192 186 185 155 153 149 148 144 142141140139138137136135134132133130129127126125124119118116 77 96 226 415 420 143 120 121 122 131 250 253 277 246 225 222 390392393395396 326 327 328 329 330 331 332 333 334 317318319320321322323324325 505152 21 44 24 25 26 27 28 29 30 74 75 243 244 201 200 199 257 261 265 266 409 385389394401400399398 381 380 376 374 372 371 370 369 368 367 366 365 364 362 360 359 353 352 349355354 160 156 161 48 115 206208207 205 47 209 49 585354555657 6059 6261 158 157 159 397402 391 388 386 403 427428429430431435432433434436 31 >> > > > > > > > > >> > > > > > > > > POND POND US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W 30054321.67RCP24 INV 30057316.63RCP24 INV 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H x x x 627 670 620628 671 621 664 672 614622 665 673 615623 666 674 616624 667 675 677 681 680 795 792 775 765 761 826 828 832 817 679 569 787 835 837 834 836 749 747 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533534535536537538539540 545 542543544 547 546 548 796 794 793 791 790 799 789 798 788 797 779 784 785 786 774773 823 824 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722 723 724 717 725 718 726 756 755 754 753 752 751 750 748 506 733 732 731 730 728 729 821 820 819 816 815 814 813 818 829 830 831 833 638 541 519 716 715 714 713 712 478 493 492494495 501 507 510 508 509 511 504 447448 449 746 651 653 654 655 656 660 661 630 629633 499 498 500 502 682687692698704710 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 657 658 634 652 640 594 604599 609 532 465 588 759 758 757 617625 668 676 618626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 491 490 489 488 487 470471472473474475476477 483 479480481482 485 484 486 461 462 463 464 439 438 437440 460459458457456455454453452 441442443444445446 696 695 694 690 689693691 688 686 685 684 683 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 505 503 642 659 639 637 636 589 590 591 592 597593595596 598 600 601 602 607603605606 608 610 611 612 613 662 632635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 822 800 802 801 497 450 451 809 495496 803 808 804 805 806 807 678 CBU & VISIT O R P A R K I N G C B U & V I S I T O R P A R K I N G CBU CB U X X X X X X X X R R G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRRRR R R R R R R R R R R R R R R W TOP OF BANK SCM #10 SCM #12 11' 6' LE 8' SIDE SETBACK8' SIDE SETBACK 11'6' 24' SEE CROSS SECTION F ON C9.03 OPEN SPACE W O O D S C R E E K R O A D 6 0 ' P U B L I C R I G H T O F W A Y S R 1 1 5 4 W O O D S C R E E K R O A D 6 0 ' P U B L I C R I G H T O F W A Y S R 1 1 5 4 OPEN SPACE OPEN SPACE OPEN SPACE OPEN SPACE FUTURE E-51 SCHOOL SITE OPEN SPACE STREET D STREET D CAROLINA SPRINGS BLVD ST R E E T H CAROLINA SPRINGS BLVD WO O D F I E L D D E A D E N D R D WO O D F I E L D D E A D E N D R D AMENITY CENTER S T R E E T E S T R E E T E STREET F STREET J ALLEY 12 STREET K S T R E E T N STREET T STRE E T P ST R E E T Q STR E E T S STREET F S T R E E T C STR E E T G ALL E Y 4 AL L E Y 8 AL L E Y 9 AL L E Y 9 AL L E Y 5 ST R E E T L ALLEY 1 ALLEY 1 ALLEY 3 ALL E Y 6 PHASE 1 SECTIONS 1-5 OPEN SPACE OPEN SPACE OPEN SPACE PUD BOUNDARY PUD BOUNDARY PUD BOUNDARY PUD BOUNDARY SECTION 8 SECTION 9 SECTION 7 SECTION 6 SECTION 10 TOWN OF HOLLY SPRINGS PARK 25 AC. SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 0 - O V E R A L L S I T E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 7 : 5 5 : 5 5 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 C2.00 GRAPHIC SCALE 1 inch = 200 ft. 200 0 100 200 400 OV E R A L L S I T E P L A N GENERAL & SITE PLAN NOTES: 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS STANDARD SPECIFICATIONS AND DETAILS. 2.BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON SURVEY BY BATEMAN AND WITHERSRAVENEL, INC. 3.WETLANDS AND RIPARIAN BUFFERS DELINEATED BY S&EC AND SURVEYED BY WITHERSRAVENEL. 4.ALL ADJOINER ZONING INFORMATION IS TOWN OF HOLLY SPRINGS ZONING UNLESS NOTED OTHERWISE. 5.CONTRACTOR SHALL LOCATE ANY AND ALL UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER IN WRITING OF ANY CONFLICTS WHICH MAY REQUIRE REVISION TO THESE PLANS. 6.EXISTING VISIBLE ABOVE-GROUND UTILITY INFORMATION BASED ON SURVEY BY WITHERSRAVENEL, INC. AND SUPPLEMENTED OUTSIDE OF THE PROJECT BOUNDARY BY GIS LIDAR. 7.DELINEATED WETLAND AND RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINED OR OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE U.S. ARMY CORPS OF ENGINEERS AND NCDEQ-DWQ. 8.THE RESTRICTIVE COVENANTS FOR THE SUBDIVISION SHALL BE RECORDED AT WAKE COUNTY REGISTER OF DEEDS PRIOR TO THE RECORDATION OF ANY LOTS. 9.CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION CAN BEGIN. ALL APPLICABLE FEES SHALL ALSO BE PAID PRIOR TO CONSTRUCTION DRAWING APPROVAL ON A PHASE BY PHASE BASIS. 10.REGULATORY FEMA MAPPED FLOODPLAINS EXIST ON THIS SIT PER FIRM 3720064800J, DATED MAY 2, 2006. 11.TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER BUFFER AREAS. 12.ALL ONSITE POWER LINES WILL BE PROVIDED UNDERGROUND TO DUKE ENERGY PROGRESS STANDARDS. 13.PARKS AND RECREATION FEE WILL BE FINALIZED PRIOR TO LOT RECORDING. 14.NO FILL MATERIAL MAY BE ADDED TO NRB ZONE 1 (INNER 30') AND NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS UNLESS SPECIFICALLY PERMITTED BY THE TOWN OF HOLLY SPRINGS AND/OR NCDWQ. 15.COMMON OPEN SPACE INCLUDING LANDSCAPE BUFFER AREAS SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIATION. 16.STREET LIGHTING SHALL BE REQUIRED FOR THIS PROJECT AND BE DESIGNED AND CONSTRUCTED WITHIN ACCORDANCE TO HOLLY SPRINGS AND DUKE ENERGY PROGRESS ENERGY POLICIES AND STANDARDS. ADJACENT ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO THE FIRST C.O. AND INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1 YEAR WARRANTY. 17.ALL RETAINING WALLS SHALL REQUIRE A BUILDING PERMIT. WALLS GREATER THAN 4' IN HEIGHT WILL REQUIRE ENGINEERING DESIGN APPROVAL AT CONSTRUCTION DRAWING REVIEW AS WELL AS A BUILDING PERMIT. NO UTILITIES SHALL CONFLICT WITH STRUCTURAL REINFORCEMENT OF THE WALL. 18.LOCATION OF STREET TREES AND STREET LIGHTING MUST BE FIELD-COORDINATED TO ELIMINATE CONFLICTS. 19.PARKS AND RECREATION FEES WILL BE REDUCED IN THE AMOUNT OF THE CONSTRUCTION COST OF THE ADDITIONAL SIDEPATH ALONG THE WOODS CREEK ROAD. LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 UNDEVELOPED OPEN SPACE DEVELOPED OPEN SPACE DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 W O O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y 45'47'47'40'40'40'40'40'40'40'45'45'41' 41' 40' 40' 40' 47' 47' 47' 47' 47'36'40'40'40'40'40'40'40'60' 11 0 ' 40' 40' 40' 40'40'31' 40'40'40'40'40'40'40'60' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 16' 24' 40' 40' 40' 40'40'40'40'40'40'40'40'60' 11 0 ' 29' 49' 49' 49' 49'38'40'40'40'40'40'40'40'60' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 4,923 SF 4,923 SF 4,923 SF 4,400 SF 4,400 SF 4,400 SF 6,630 SF 4,400 SF 4,400 SF 6,632 SF4,400 SF 4,400 SF4,400 SF4,400 SF4,400 SF4,698 SF4,788 SF4,788 SF 4,788 SF 4,788 SF 4,400 SF4,400 SF4,400 SF4,400 SF4,802 SF4,923 SF447 448 449 461 462 463 464 439 438 437440 460459458457456455454 453 452 441442443444445446 31' 4' 4' 8' 1 1 0 ' 450 4,708 SF 451 4,788 SF 9' 9' 9' 9' G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS TOP OF BANK 50' GASLINE EASEMENT DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 27' B-B SCM #10 20' PDE REFER TO APPROVED CAROLINA SPRINGS PH 1 SECTIONS 1-5 CD SET- 20-17-01 DATED 06/09/2021 WO O D S C R E E K R O A D PLA N S T O B E DES I G N E D B Y R K A : S E E APP E N D I C E S F O R MO R E D E T A I L E D INF O R M A T I O N BOC R40' STREE T K (51' P U B L I C R / W ) EXISTING 100 YEAR FEMA FLOOD 20' PUE 20' PDE PUE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PDE 20' PDE 20' PDE TPA (TYP) LE (TYP) 20' PUE EX 20' PDE EX 20' PDE EX ACCESS EASEMENT (TYP.) SCMMAE 51' R/W 88' R/W 55' CL-R/W53.5' EOP- BC R/W R52' R/W R25' 25' MIN DRIVEWAY (TYP.) 10' SP (SEE NOTE 19 ) 6' SP (SEE NOTE 19 ) 30' PERIMETER BUFFER (TYP.) BOC R25' RETAINING WALL #1 W/ SAFETY FENCE AND 10' WALL EASEMENT 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING STREAM TOP OF BANK (TYP.) EXISTING STREAM TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 OPEN SPACE PARK#6; SEE C2.15 OPEN SPACE PARK#8; SEE C2.14 EXISTING 100 YEAR FEMA FLOOD RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE 10' WALL EASEMENT 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN FLOODWAY 20' PUE WO O D S C R E E K R O A D PR O P O S E D 8 8 ' P U B L I C R / W SR 1 1 5 4 STREET K AL L E Y 9 (2 5 ' A C C E S S EA S E M E N T ) AL L E Y 9 (2 5 ' A C C E S S EA S E M E N T ) 10' WIDE ASPHALT GREENWAY TRAIL 10' WIDE ASPHALT GREENWAY TRAIL 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 30' PUBLIC GREENWAY EASEMENT (TYP) APPROX. LOCATION OF EXISTING GAS LINE TOP OF BANK PH2 - SECTION PH 7 PH2 - SECTION PH 6 PH2 - SECTION PH 7 PH2 - SECTION PH 6 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 20' PDE EXISTING UTILITY EASEMENT (TYP) (3) BOLLARDS (TYP) (PER HS341) 3' SIDE SETBACK (TYP) 20' REAR SETBACK (TYP) 3' SIDE SETBACK (TYP) 20' REAR SETBACK (TYP) 50' GAS LINE EASEMENT STREET LIGHT (TYP) SEE CROSS SECTION F ON C9.03RETAINING WALL #21 W/ SAFETY FENCE PROPE R T Y B O U N D A R Y 20' PDE 20' PDE 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) EX PDE EX PDE TO BE ABANDONED PI : 1 6 + 8 2 . 5 0 PC: 10+85.23 PT: 13+62.27 SI T E P L A N C2.01 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB SP SIDEPATH GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C2.02 FOR CONTINUATION EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 1 - C 2 . 0 6 S I T E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 3 9 : 3 5 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: UNDEVELOPED OPEN SPACE DEVELOPED OPEN SPACE ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2CST-2CST-2CST-2CST-2CST-2CST-2CST-2CST-2CST-2CST-2C ST-2C ST-2C ST-2C DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+52.07 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+96.52 1 1 5 ' 1 1 5 ' 57' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 19' 21'40'12'29'40'52' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 0 ' 8'47'47'40'40'40'40'40'40'40'30'30' 7' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 15'35'12'40'40'40'40'40' 1 1 0 ' 45'47'47'40'40'40'40'40'40'40'45'45'41' 41' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 15'12'40'40'40'40'40' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 40'40'40' 11 0 ' 40'40'40' 110' 4 5 ' 4 0 ' 4 0 ' 4 0 ' 4 0 ' 4 0 ' 4 0 ' 4 0 ' 4 5 ' 43' 82' 110' 4 5 ' 4 0 ' 4 0 ' 4 0 ' 4 0 ' 4 0 ' 4 0 ' 4 0 ' 5 8 ' 110' 110' 110' 110' 110' 110' 110' 11 0 ' 40'40'40' 11 4 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 11 5 ' 11 5 ' 11 5 ' 11 5 ' 1 1 5 ' 11 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 1 1 0 ' 11 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 15 6 ' 11 2 ' 2 2 ' 11 0 ' 11 0 ' 62' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 29'15' 46' 48'18'25'40'40' 11 0 ' 40'40'25'40'40' 11' 29' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 37' 39' 8 5 ' 1 1 0 ' 11 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 11 0 ' 11 0 ' 1 1 0 ' 1 1 0 ' 11 0 ' 1 1 0 ' 1 1 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 6,421 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,616 SF 4,600 SF 4,600 SF 5,675 SF5,612 SF 6,674 SF 5,920 SF4,600 SF5,438 SF 4,787 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 6,421 SF 4,400 SF 4,600 SF 4,600 SF 4,400 SF 4,400 SF 4,400 SF5,170 SF5,170 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,950 SF 4,400 SF 5,406 SF 4,382 SF 4,400 SF 4,400 SF 4,723 SF 4,400 SF 4,631 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,571 SF 4,400 SF 4,400 SF 4,836 SF 4,400 SF 6,686 SF 4,400 SF 4,600 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 5,010 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 5,590 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,428 SF 4,400 SF 5,175 SF 4,400 SF 7,060 SF 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533 534 535 536 537 538 539 540 545 542 543 544 547 546 548 506 541 519 478 493 492494495 501 507 510 508 509 511 504 499 498 500 502 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 532 465 491 490 489 488 487 470 471 472 473 474 475 476 477 483 479 480 481 482 485 484 486 505 503 32' 39' 9 0 ' 57' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 25' 19' 19'35' 22'21' 33'22' 40' 40' 90 ' 39' 34' 59' 1 1 5 ' 1 1 5 ' 40' 40' 40' 40' 40' 40' 40' 32' 9 0 ' 39' 40' 40' 40' 40' 40' 40' 54'29'40'36' 3 3 ' 90 ' 24'19' 497 4,742 SF 33' 41' 37' 12 6 ' 496 5,132 SF 42' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R 239 240 241 238 231 230 237 229 236 228 235 227 234 233 232 226 2 4 + 7 9 . 4 3 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 PC: 17+80.22 PT: 18+97.64 PI : 2 1 + 6 9 . 7 0 PI: 10+00.00 P C : 2 0 + 3 3 . 4 2 PC: 13+88.16 PT : 2 0 + 7 3 . 2 1 PT: 14+07.96 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 PI : 1 8 + 1 5 . 5 7 PC: 16+36.62 PT: 17+07.07PI: 10+00.00 PI: 18+48.12 P C : 1 6 + 3 8 . 6 7 PT : 1 7 + 3 5 . 7 1 EXISTING WETLANDS 50' GASLINE EASEMENT DIXIE PIPELINE COMPANY DB 2758 PG 643 R205' R25' R25' 31' B-B55' R/W 5' SIDEWALK 55' R/W 31' B-B 21' B-B 20' DE REFER TO APPROVED CAROLINA SPRINGS PH 1 SECTIONS 1-5 CD SET- 20-17-01 DATED 06/09/2021 PHASES 1-5 SHEET C2.3 REFER TO APPROVED CAROLINA SPRINGS PH 1 SECTIONS 1-5 CD SET- 20-17-01 DATED 06/09/2021 ALLEY 12 (PR I V A T E ) STREET J (55' PUBLIC R / W ) STREET F (55' PUBLIC R / W ) AL L E Y 8 STREET F (55' PUBLIC R/W) S T R E E T E ( 5 1 ' P U B L I C R / W ) S T R E E T E ( 5 1 ' P U B L I C R / W ) (3) BOLLARDS (TYP.) 20' PDE TPA (TYP.) EXISTING 100 YEAR FEMA FLOOD TPA (TYP.) SCMMAE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN CROSS SECTION F ON C9.03 CROSS SECTION G ON C9.03 CROSS SECTION E1 ON C9.03 10' WALL EASEMENT CROSS SECTION E ON C9.03 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR LOCAL PROPOSED FLOODPLAIN 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PUE 20' PDE 20' PUE SCMMAE VWDE R205' BOC R25' 25' PRIVATE ACCESS EASEMENT 20' PDE BOC R25' BOC R25' BOC R25' BOC R25' BOC R25' 51' R/W 5' SIDEWALK 27' B-B 51' R/W 27' B-B 15' PRIVATE ACCESS EASEMENT 6' SIDEWALK LE (TYP) EOP R37.5' R/W R52' 25' MIN DRIVEWAY LENGTH (TYP) 20' PDE BOC R25' R/W R25' EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING STREAM TOP OF BANK (TYP.) EXISTING STREAM TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 OPEN SPACE PARK #5; SEE C2.13 15 X 276' SDT 1 5 X 2 3 9 ' S D T 1 5 X 2 3 9 ' S D T 15 X 1 7 5 ' S D T 15 X 2 3 9 ' S D T 15 X 239' SD T OPEN SPACE PARK#6; SEE C2.15 OPEN SPACE PARK#6; SEE C2.15 RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE 10' WALL EASEMENT FLOODWAY 20' PDE RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN VWDE (TYP) VWDE (TYP) VWDE (TYP) STREET F (51' PUBLIC ROW) ST R E E T G (5 5 ' P U B L I C R O W ) SCMMAE 10' WIDE ASPHALT GREENWAY TRAIL 10' WIDE ASPHALT GREENWAY TRAIL (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 20' PRIVATE GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 10' ASPHALT GREENWAY 30' PUBLIC GREENWAY EASEMENT (TYP) EX I S T I N G 1 0 0 Y E A R F E M A FL O O D P L A I N APPROX. LOCATION OF EXISTING GAS LINE 15' PRIVATE ACCESS EASEMENT CULVERT HEADWALLS W/ 5' EASEMENT 20' PUE PH2 - SECTION PH 8 PH2 - SECTION PH 7 PH2 - SECTION PH 7 PH2 - SECTION PH 7 20' DE 20' PDE 15' PRIVATE GREENWAY TRAIL EASEMENT (TYP) LE (TYP) LE (TYP) (3) BOLLARDS (TYP) 50' GAS LINE EASEMENT 20' PDE STREET LIGHT (TYP) STREET LIGHT (TYP) 20' REAR SETBACK (TYP) 3' SIDE SETBACK (TYP) 20' REAR SETBACK (TYP) 3' SIDE SETBACK (TYP) 20' REAR SETBACK (TYP) 3' SIDE SETBACK (TYP) CULVERT HEADWALL W/ 30' EASEMENT RETAINING WALL #18 W/ SAFETY FENCE PROPERTY BOUNDARY RETAINING WALL #19 W/ SAFETY FENCE RETAINING WALL #20 W/ SAFETY FENCE 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) 5' MIN FRONT SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) 5' MIN FRONT SETBACK (TYP) 15' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) SE E S H E E T C 2 . 0 4 F O R C O N T I N U A T I O N SEE SHEET C2.01 FOR CONTINUATION SI T E P L A N C2.02 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C2.03 FOR CONTINUATION ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB SP SIDEPATH EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 1 - C 2 . 0 6 S I T E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 4 3 : 2 1 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: UNDEVELOPED OPEN SPACE DEVELOPED OPEN SPACE EXISTING PHASE 1: SECTIONS 1-5 CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R CO-R ST-2CST-2CST-2CST-2CST-2CST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2CST-2CST-2CST-2CST-2CST-2CST-2CST-2CST-2CST-2CST-2C ST-2CST-2CST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 PI: 20+06.52 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 PC: 20+53.49 PC : 2 1 + 5 3 . 5 7 PT: 20+61.75 PT : 2 1 + 6 1 . 8 3 10 + 0 0 11 + 0 0 12 + 0 0 12 + 7 1 PIN: 0730545847 37'22'22'22'22'37' 11 0 ' 11 0 ' 9' 6 3 ' 1 5 ' 4 ' 8 6 ' 3 7 ' 26'22'22'22'37'37'22'22'22'22'37'37'22'22'22'22'19' 39' 85 ' 85 ' 3 9 ' 19'22'22'22'22'37'37'22'22'22'22'37'37'22'22'22'22'40' 39' 11 0 ' 11 0 ' 49'22'22'22'22'36' 11 0 ' 85 ' 3 9 ' 24'22'22'22'22'36'36'22'22'22'22'36'36'22'22'22'22'36'36'22'22'22'22'36'36'22'22'22'36'36'22'22'22'36'36'14' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 49'22'22'22'22'37' 11 0 ' 11 0 ' 37'22'22'22'22'44' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 47'28'28'28'39' 39'28'28'28'51'51'28'28'28'39'39'28'28'28'39'39'28'28'28'39'39'28'28'28'28' 41 ' 79 ' 4' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 34'28'28'28'39' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 34'28'28'28'39' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 34'28'28'28'51'51'28'28'28'39' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 36'22'22'22'22'36' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 36'22'22'22'22'36' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 36'22'22'22'22'36' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 36'22'22'22'36' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 36'22'22'22'36' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 38 ' 28 ' 28 ' 28 ' 28 ' 46 ' 2' 49 ' 2 8 ' 2 8 ' 1 7 ' 1 8 ' 6 ' 3 8 ' 2' 26 ' 28 ' 28 ' 28 ' 48 ' 15 ' 3 6 ' 2 8 ' 2 8 ' 3 4 ' 115' 38 ' 28 ' 28 ' 28 ' 28 ' 31 ' 17 ' 20 ' 2 8 ' 2 8 ' 5 ' 1 8 ' 2 7 ' 5 0 ' 2' 26 ' 28 ' 28 ' 28 ' 38 ' 24 ' 15 ' 2 8 ' 2 8 ' 3 5 ' 116' 115' 115' 116' 115' 115' 115' 115' 116' 115' 115' 116' 115' 115' 115' 116' 115' 115' 11 0 ' 11 0 ' 11 0 ' 36'22'22'22'36' 11 0 ' 118' 41'22'22'22'22'36'36'22'22'36'36'22'22'22'19' 3 9 ' 85 ' 85 ' 39' 19'22'22'22'36'36'22'22'36'36'22'22'22'41' 11 0 ' 44'22'22'22'36'36'22'22'36'36'22'22'22'22'19'22' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 8'22'9' 11 0 ' 11 0 ' 10'3'6' 30' 11 0 ' 11 1 ' 115' 2,420 SF 2,419 SF 3,960 SF 4,706 SF 2,419 SF 2,420 SF 4,706 SF 3,957 SF 4,510 SF 2,420 SF 2,420 SF 3,957 SF 2,420 SF3,960 SF 2,420 SF 2,418 SF 2,420 SF3,960 SF 2,419 SF 2,418 SF 4,505 SF 2,420 SF 2,420 SF 2,420 SF 4,362 SF 2,420 SF 5,269 SF 2,420 SF 2,420 SF 2,420 SF 2,420 SF 4,070 SF 2,420 SF 2,420 SF 2,420 SF 2,420 SF 2,422 SF 2,422 SF 2,418 SF 4,702 SF2,418 SF 3,960 SF 3,960 SF 3,960 SF 3,960 SF 3,960 SF3,960 SF 4,070 SF 4,073 SF 4,067 SF 4,070 SF 4,070 SF 4,290 SF 4,290 SF 4,290 SF 5,610 SF 3,965 SF 2,420 SF 2,420 SF 3,959 SF 2,417 SF 2,420 SF 2,420 SF 3,958 SF 3,960 SF 2,420 SF 2,420 SF 2,420 SF 2,420 SF 6,116 SF 4,404 SF 3,220 SF 5,028 SF 3,220 SF 3,233 SF 4,961 SF 3,222 SF 5,201 SF 3,220 SF 5,264 SF 3,225 SF 3,220 SF 5,104 SF 3,226 SF 3,220 SF 3,220 SF 3,220 SF 3,220 SF 2,420 SF 2,420 SF 2,420 SF 2,420 SF 2,420 SF3,960 SF 2,420 SF 3,960 SF 2,420 SF 2,420 SF 2,420 SF 3,960 SF 2,420 SF 2,422 SF 2,420 SF 2,420 SF 2,420 SF 5,410 SF 3,080 SF 3,080 SF 3,080 SF 3,080 SF 4,290 SF 3,080 SF 3,080 SF 4,290 SF 3,080 SF 3,080 SF 3,080 SF 3,080 SF4,290 SF 3,080 SF 3,080 SF 5,610 SF 3,080 SF 3,080 SF 3,080 SF 4,287 SF 2,422 SF 2,418 SF 4,070 SF 4,710 SF 2,418 SF 6,580 SF 2,420 SF 4,070 SF2,420 SF 2,420 SF 2,420 SF 2,420 SF 2,420 SF3,960 SF 2,420 SF3,960 SF 2,420 SF 2,420 SF 2,420 SF 3,960 SF 2,420 SF 627 670 620 628 671 621 664 672 614 622 665 673 615623 666 674 616624 667 675 677 681 680 679 569 638 716 715 714 713 712 651 653 654 655 656 660 661 630 629633 682 687692 698704 710 657 658 634 652 640 594 604 599 609 588 617 625 668 676 618 626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 696 695 694 690 689693691 688 686 685 684 683 642 659 639 637 636 589 590 591 592 597 593 595 596 598 600 601 602 607603605606 608 610 611 612 613 662 632 635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 3,984 SF 678 16 8 10 X X X X R R R R R R R R R R R R R R R R R 239 240 241 242 238 404 405 406 407 243 244 401 400 399 398 397402 403 435 432433434436 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 1 3 + 0 0 14 + 0 0 15 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 PI: 10+00.00 PC: 15+77.22 PC: 17+80.22 PC: 13+18.37 PC: 12+26.72 PT: 1 7 + 2 0 . 6 3 PT: 14+04.24 PT: 12+99.37 MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER SCMMAE R205' 27' B-B 5' SIDEWALK 5' SIDEWALK 51' R/W 18.5' (TYP.)6' (TYP.) SCM #12 REFER TO APPROVED CAROLINA SPRINGS PH 1 SECTIONS 1-5 CD SET- 20-17-01 DATED 06/09/2021 PHASES 1-5 SHEET C2.3 REFER TO APPROVED CAROLINA SPRINGS PH 1 SECTIONS 1-5 CD SET- 20-17-01 DATED 06/09/2021 FOR PHASES 1-5 SHEET C2.4 ST R E E T H (6 3 ' P U B L I C R / W ) S T R E E T E ( 5 1 ' P U B L I C R / W ) CAROLINA SPRINGS BLVD.( VAR. PUBLIC R/W) STREET D (51' PUBLIC R/W) S T R E E T E ( 5 1 ' P U B L I C R / W ) (3) BOLLARDS (TYP.) TPA (TYP.) RETAINING WALL #5 W/ SAFETY FENCE (DESIGN BY OTHERS) RETAINING WALL #7 W/ SAFETY FENCE TPA (TYP.) FLOODWAY SCMMAE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN LE (TYP.) CROSS SECTION F ON C9.03 CROSS SECTION F ON C9.03 CROSS SECTION F ON C9.03 20' PUE LE (TYP.) 10' WALL EASEMENT CROSS SECTION F ON C9.03 CROSS SECTION E3 ON C9.03 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PDE 30' DE 20' PUE 20' PDE 20' DE 20' PDE 30' DE 30' DE 20' PDE 10' WALL EASEMENT (TYP) LE (TYP) VWDE VWDE VAR. WALL EASEMENT VAR. WALL EASEMENT RETAINING WALL #6 W/ SAFETY FENCE (DESIGN BY OTHER) VWDE POSSIBLE 100' FUTURE EXTENSION 20' PDE VWDE TEMPORARY EXISTING STORM EASEMENT FROM PHASE 1 TO BE ABANDONED IN PHASE 2 R205' R205' BOC R25' BOC R25' 27' B-B 5' SIDEWALK 63' R/W 41' B-B 51' R/W 27' B-B 51' R/W 27' B-B 5' SIDEWALK 51' R/W 27' B-B 51' R/W 18.5' (TYP.) 150' STUB 33'55' R/W 8' (TYP.) 8' (TYP.) 25' MIN DRIVEWAY LENGTH BOC R25' BOC R25' BOC R25' BOC R25' BOC R25' BOC R25' 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER OPEN SPACE PARK #5; SEE C2.13 OPEN SPACE PARK #4; SEE C2.11 1 5 X 1 6 5 ' S D T 1 5 X 2 3 9 ' S D T 15 X 2 7 6 ' S D T 1 5 X 2 7 6 ' S D T 15 X 239' SDT 15 X 276' SDT 15 X 239' SDT 15 X 276' SDT 20' PDE RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN VWDE VWDE 20' PDE 20' PDE ST R E E T L (5 5 ' P U B L I C R O W ) CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT) STREET D (55' PUBLIC ROW) 20' PDE 10' WIDE ASPHALT GREENWAY TRAIL 30' WIDE GREENWAY EASEMENT 30' PUBLIC MULTI-USE TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL TOP OF BANK PROPERTY BOUNDARY PROPERTY BOUNDARY 20' PDE 20' PDE 20' PDE RETAINING WALL #7 W/ SAFETY FENCE AND 10' EASEMENT PH2 - SECTION PH 8 PH2 - SECTION PH 7 PH2 - S E C T I O N 1 0 PH2 - S E C T I O N 9 TOP O F B A N K TOP O F B A N K EXISTING WALL LE (TYP.) STREET LIGHT (TYP) STREET LIGHT (TYP) 25' MIN DRIVEWAY (TYP.) 20' FRONT SETBACK (TYP) 3' SIDE SETBACK (TYP) 20' REAR SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 3' SIDE SETBACK (TYP) 20' REAR SETBACK (TYP) TRANSITION FROM CROSS SECTION F TO Q END OF ROAD MARKERS (TYP.) (PER HS353) PROPERTY BOUNDARY 35' MAX FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) SEE SHEET C2.02 FOR CONTINUATION SE E S H E E T C 2 . 0 5 F O R C O N T I N U A T I O N SE E S H E E T C 2 . 0 4 F O R C O N T I N U A T I O N SI T E P L A N C2.03 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB SP SIDEPATH EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 1 - C 2 . 0 6 S I T E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 4 3 : 5 9 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: UNDEVELOPED OPEN SPACE DEVELOPED OPEN SPACE TOP O F B A N K EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F DE-FDE-FDE-FDE-FDE-FDE-FDE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-FDE-FDE-FDE-F DE-FDE-F DE-FDE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-FDE-F DE-FDE-FDE-FDE-FDE-F EM-F EM-F EM-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F DE-F TOP O F B A N K TOP O F B A N K TOP O F B A N K DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18 + 0 0 1 9 + 0 0 P I : 1 0 + 0 0 . 0 0 P C : 1 6 + 1 5 . 5 3 PT: 1 8 + 4 7 . 5 6 PI: 1 9 + 3 2 . 5 8 >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> G 4 0 ' 4 0 ' 4 0 ' 9'9' 47' 44' 3' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 1 1 5 ' 44' 5 1 ' 12' 17 ' 2 4 ' 10 2 ' 102' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 1 1 5 ' 1 1 5 ' 1 3 8 ' 1 6 4 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 16 6 ' 40' 32' 40' 40' 40' 58' 48' 16' 62' 60' 62' 6 3 ' 5 3 ' 4 0 ' 4 0 ' 1 1 5 ' 2 0 ' 4 0 ' 1 5 ' 2 5 ' 40' 40' 40' 40'40' 35' 5' 40' 40' 40' 47' 39' 9 0 ' 1 1 5 ' 115 ' 117 ' 1 1 5 ' 1 1 9 ' 12 5 ' 11 6 ' 11 7 ' 1 1 5 ' 129 ' 60' 40' 40' 40' 40' 40' 40' 38' 40' 40' 40' 40' 40' 35' 39' 9 0 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 5 ' 1 1 4 ' 165' 14' 41 ' 148' 31' 4 1 ' 31' 164 ' 143 ' 115 ' 129 ' 115 ' 115 ' 2 0 ' 20' 129' 20 ' 1 1 5 ' 6,039 SF 7,343 SF 4,600 SF 4,600 SF 6,042 SF 4,600 SF 5,029 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 4,600 SF 9,108 SF 4,611 SF 5,348 SF 4,608 SF 5,691 SF 6,341 SF6,042 SF 5,800 SF 8,169 SF 6,208 SF 4,613 SF6,196 SF 6,759 SF 4,617 SF 4,617 SF 4,617 SF 4,617 SF 4,617 SF 4,616 SF 6,150 SF 9,108 SF 6,459 SF 4,950 SF 4,746 SF 4,600 SF 4,587 SF 4,600 SF 749 747 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722723 724 717 725 718726 756 755 754 753 752 751 750 748 733 732 731 730 728 729 746 36' 43 ' 43 ' 190' 3' CBU & V I S I T O R PARKING CBU G G G G G W W W W 20' REAR SETBACK (TYP) 3' SIDE SETBACK (TYP) 25' MIN DRIVEWAY LENGTH (TYP) EXISTING WETLANDS EX I S T I N G W E T L A N D S 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YR FLOODPLAIN EXISTING FLOODWAY R25' R191.5' R218.5' R205' 50' TH O R O U G H F A R E B U F F E R Y A R D TYPE A - 5 0 5' SIDEWALK 27' B-B 51' R/W 51' R/W 30' PUE 30' HOLLY SPRINGS CAPE FEAR BUFFER E51 ELEMENTARY SCHOOL CURRENTLY UNDER CONSTRUCTION STREET N 20 ' P D E VWDE 20' PUE 20' DE 20' PDE DE 20' PDE 20' PDE RETAINING WALL #8 W/ SAFETY FENCE AND 10' EASEMENT 20 ' P U E 8' 11' 6' S P (S E E N O T E 1 9 ) 20 ' P D E 20 ' D E 18.5' 20' EX I S T I N G S T R E A M TO P O F B A N K ( T Y P . ) 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R 50' THOR O U G H F A R E B U F F E R Y A R D TYPE A- 5 0 OPEN SPACE PARK#6; SEE C2.15 30' PUE 30' HOLLY SPRINGS CAPE FEAR BUFFER FL O O D W A Y 10 ' W I D E A S P H A L T GR E E N W A Y T R A I L 8' WIDE ASPHALT GREENWAY TRAIL 20' PRIVATE GREENWAY EASEMENT (TYP) 30' PUE SCMMAE EXISTING 100 YEAR FEMA FLOODPLAIN 20' SIDEWALK EASEMENT 9' SIDEWALK EASEMENT TPA (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER FLOODWAY EXISTING 100 YEAR FEMA FLOODPLAIN 6" RWM TO BE INSTALLED WITH E51 PROJECT 20-09-PSS 16" DIP WATERMAIN TO BE INSTALLED WITH E51 PROJECT 20' PDE 20' PDE R37.5' RETAINING WALL #10 W/ SAFETY FENCE RETAINING WALL #11 W/ SAFETY FENCE PH2 - SEC T I O N 7 PH2 - SEC T I O N 8 P H 2 - S E C T I O N 1 0 P H 2 - S E C T I O N 9 P H 2 - S E C T I O N 1 0 P H 2 - S E C T I O N 9 T O P O F B A N K T O P O F B A N K 30 ' P U B L I C G R E E N W A Y TR A I L E A S E M E N T ( T Y P ) S T R E E T T (3) BOLLARDS (TYP) MONUMENT EASEMENT MONUMENT WALL OPEN SPACE PARK #2; SEE C2.12 SCM #14 STREET LIGHT (TYP) EXISTING WETLANDS PR O P E R T Y B O U N D A R Y PROPERTY BOUN D A R Y PH2 - SEC T I O N 8 PH2 - SEC T I O N 9 RE T A I N I N G W A L L # 1 9 W/ S A F E T Y F E N C E RE T A I N I N G W A L L # 2 0 W/ S A F E T Y F E N C E RETAINING WALL #9A W/ SAFETY FENCE 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) SE E S H E E T C 2 . 5 F O R C O N T I N U A T I O N SEE SHEET C2.02 FOR CONTINUATIONSEE SHEET C2.03 FOR CONTINUATION SI T E P L A N C2.04 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB SP SIDEPATH EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 1 - C 2 . 0 6 S I T E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 4 5 : 1 2 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 20' PDE OPEN SPACE PARK #5; SEE C2.14 BOC R40' R/W R52' R25' 33' B-B MAIL KIOSK VARIABLE WIDTH SIDEWALK EASEMENT 51' R/W CROSS SECTION F ON C9.03 LE (TYP) DER25' CROSS SECTION F ON C9.03 27' B-B 51' R/W 105' R/W 87' EOP-BOC 55' CL-R/W BOC R40' R/W R52'R25' ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2CST-2C ST-2C ST-2C ST-2CST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C ST-2C R25' 6' SIDEWALK 11'HC SPACE 9' SIDEWALK EASEMENT 20' PUE 20' PRIVATE GREENWAY EASEMENT 8' ASPHALT GREENWAY 20' PUE 15 X 2 3 9 ' S D T 15 X 276' SD T 15 X 359' S D T 15 X 4 6 3 ' S D T R25' 10' SP (SEE NOTE 19) 30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING WETLANDS RETAINING WALL #9A W/ SAFETY FENCE AND VAR. EASEMENT LEGEND: UNDEVELOPED OPEN SPACE DEVELOPED OPEN SPACE ES1 SCHOOL PROJECT WOODS CREEK RD PLANS TO BE DESIGNED BY RKA SEE APPENDICES FOR MORE DETAILED INFORMATION 6' CONCRETE SIDEWALK 20' PRIVATE ACCESS EASEMENT BOC R30' BOC R30' 20' PUE 6' SIDEWALK 5' SIDEWALK EASEMENT PROPOSED 9' SIDEPATH EASEMENT 5' SIDEWALK EASEMENT EXISTING ROW EXISTING ROW 20' PROPOSED 9' SIDEPATH EASEMENT 5' SIDEWALK EASEMENT RETAINING WALL #9B W/ SAFETY FENCE AND VAR. EASEMENT DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 10 + 0 0 11 + 0 0 12 + 0 0 13+ 0 0 14+0 0 15+0 0 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+73.81 10 + 0 0 11+00 12+0 0 13 + 0 0 14 + 0 0 1 5 + 0 0 1 6 + 0 0 1 6 + 4 6 . 1 7 PC: 10+31.35 PT: 15+10.31 PRC: 10+92.06 10+ 0 0 11+ 0 0 12+ 0 0 13 + 0 0 14 + 0 0 15 + 0 0 P C : 1 2 + 2 0 . 8 1 PT: 14+02.87 SONYA LEE WILSON DB 2260 PG 649 PIN: 0730457251 11 0 ' 40'28'28'40'40'28'28'28'40'40'28'28'37'2'36' 28' 40' 29' 13' 28' 45' 45' 28' 28' 31' 30' 28' 28' 47 ' 41 ' 14 ' 11 0 ' 40'28'28'40'40'28'28'28'40'40'28'28'39'10'50' 28' 66' 42' 13' 28' 45' 11 0 ' 11 0 ' 11 0 ' 1 1 0 ' 45' 28' 28' 52' 1 1 0 ' 11 0 ' 56' 28' 28' 68 ' 11 0 ' 11 0 ' 11 3 ' 2 2 ' 2 8 ' 2 8 ' 2 8 ' 1 5 ' 1 3 ' 51 ' 53' 28' 56' 57' 28' 52' 54' 11' 17' 29' 42' 13 ' 11 5 ' 79 ' 11 7 ' 11 7 ' 41'28'28'50' 11 0 ' 3 9 ' 28'28'28'41'41'28'28'19' 59' 44' 32' 28' 28' 28' 28' 15' 23' 11 0 ' 11 0 ' 11 0 ' 37 ' 48 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 110' 65 ' 14 ' 110' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 1 1 0 ' 11 0 ' 11 3 ' 38' 28' 28' 28' 28' 53' 39'28'28'41' 1 0 9 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 1 0 ' 1 0 7 ' 11 0 ' 11 0 ' 11 0 ' 1 1 0 ' 11 9 ' 120 ' 120 ' 120 ' 120 ' 120 ' 122 ' 124 ' 39' 35 ' 13 ' 15 ' 28 ' 37 ' 41 ' 28' 35' 16' 28' 28' 28' 28' 38' 14 ' 28 ' 39 ' 14 ' 28 ' 38 ' 110' 110' 1 1 4 ' 1 1 2 ' 38' 28' 28' 28' 28' 37' 1 1 4 ' 1 1 4 ' 1 1 4 ' 1 1 4 ' 1 1 4 ' 11 0 ' 5,085 SF 5,311 SF 4,751 SF 4,585 SF 6,320 SF 5,533 SF 5,963 SF 5,565 SF 7,031 SF 4,400 SF 3,438 SF 4,996 SF 3,385 SF 3,527 SF 3,080 SF 5,430 SF 3,086 SF 5,785 SF 3,093 SF 4,180 SF 3,081 SF 3,080 SF 6,466 SF 3,080 SF 4,400 SF 4,400 SF 3,080 SF 3,080 SF4,809 SF 3,081 SF 6,525 SF 3,152 SF 3,080 SF 3,080 SF 3,080 SF 6,389 SF 3,080 SF 3,080 SF 4,519 SF 3,080 SF 5,883 SF 3,351 SF 5,631 SF 3,368 SF 3,080 SF 3,080 SF 4,207 SF 3,080 SF 3,080 SF 3,080 SF 4,400 SF 4,950 SF 3,083 SF 3,083 SF 5,596 SF 3,275 SF 4,501 SF 3,080 SF 3,080 SF 4,761 SF 3,083 SF 3,080 SF 5,841 SF 4,950 SF 3,080 SF 5,283 SF 5,843 SF 4,400 SF3,080 SF 3,080 SF 795 792 775 765 761 826 828 832 817 787 835 837 834 836 796 794 793 791 790 799 789 798 788 797 779 784 785 786774 773 823 824 821 820 819 816 815 814 813 818 829 830 831 833 759 758 757 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 58' 19'9' 44' 44' 28' 44' 43' 28' 41' 41 ' 2 8 ' 2 8 ' 2 8 ' 128 ' 2 8 ' 3 6 ' 38' 1 1 0 ' 1 1 0 ' 28' 1 1 0 ' 28' 1 1 0 ' 28' 1 1 0 ' 28' 11 0 ' 22' 111' 63' 28' 110'55 ' 110' 111' 69 ' 28 ' 110'15 ' 110' 13 ' 60 ' 85' 38' 28' 28' 28' 28' 38' 4,172 SF 822 11 1 ' 10 9 ' 10 9 ' 11 1 ' 39' 28' 39' 9' 136 ' 1 1 0 ' 1 1 0 ' 39' 28' 39' 4,280 SF 4,280 SF 3,050 SF 800 802 801 4,290 SF 4,332 SF 3,192 SF 3,192 SF 3,192 SF 3,192 SF 808 803 804 805 806 807 809 5,701 SF CBU & VI S I T O R P A R K I N G 6 8 2 CBU PI: 10+0 0 . 0 0 PI : 2 1 + 6 6 . 8 1 PC: 11+6 1 . 4 8 PC: 15+67.80 PT: 14+08.81 PT : 1 6 + 8 5 . 7 2 20' FRONT SETBACK (TYP) 3' SIDE SETBACK (TYP) 20' REAR SETBACK (TYP) SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ EX I S T I N G W E T L A N D S EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 51' R/W 27' B-B 51' R/W 27' B-B 51' R/W27' B-B 30 ' P U E S T R E E T Q ( 5 1 ' P U B L I C R / W ) STR E E T P (51 ' P U B L I C R / W ) STR E E T S (51 ' P U B L I C R / W ) STREET P (51' PUBLIC R/W) RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #12 W/ SAFETY FENCE AND 10' EASEMENT MAIL KIOSK 20' PDE LE (TYP.) 20' PDE 20' PDE HC SPACE 20' PDE HC SPACE CULVERT HEADWALL W/ 5' EASEMENT 20' PDE 20' PDE 20' PDE 20' PDE 20' PDE 20' PDE 20' PDE 20' PDE 20' PDE SCMMAE 20' DE 20' DE 30' PUE 30' PUE DE 8' WIDE ASPHALT GREENWAY 20' WIDE PRIVATE GREENWAY EASEMENT 20' SIDEWALK EASEMENT 6' CONCRETE SIDEWALK LE (TYP) 20' DE R25' R25' 51' R/W 20' 30' PUE 6' 37' CL-BC 49' CL-R/W 33' E-BOC 104' R/W 25' MIN. DRIVEWAY LENGTH (TYP) 6' R25' POSSIBLE 100' FUTURE EXTENSION CROSS SECTION F ON C9.03 20' DE 20' DE EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' PUE 20' PUE 30' TOWN OF HOLLY SPRINGS PERIMETER BUFFER 27' B-B 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 OPEN SPACE PARK # 2 SEE C2.11 OPEN SPACE PARK # 3 SEE C2.12 20' PDE EXISTING WETLANDS 20 ' P R I V A T E G R E E N W A Y EA S E M E N T ( T Y P ) ST R E E T S (5 5 ' P U B L I C R / W ) 51' R/W 27' B-B 51' R/W 27' B-B CROSS SECTION E ON C9.03 CROSS SECTION E ON C9.03 TRANSITION FROM CROSS SECTION E TO F TRANSITION FROM CROSS SECTION E TO F CROSS SECTION F ON C9.03 20' PDE 20' PDE 20' PDE RETAINING WALL #14 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #16 W/ SAFETY FENCE AND 10' EASEMENT PH2 - S E C T I O N 1 0 PH2 - S E C T I O N 9 2' SIDEWALK EASEMENT 11' 1 5 X 1 9 4 ' S D T 6' HC SPACE LE 15 X 2 5 7 ' S D T 15 X 2 5 7 ' S D T 15 X 312' SDT 15 X 257' SDT 8' SIDE SETBACK VWDE LE 15 X 2 5 7 ' S D T 15 X 2 5 7 ' S D T 15 X 312' SDT 15 X 257' SDT 8' SIDE SETBACK 11'6' 24' 2' SIDEWALK EASEMENT R25' R40' R52' R25' R25' RETAINING WALL #17 W/ SAFETY FENCE AND 10' EASEMENT EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R/W R E S E R V A T I O N ( B M 2 0 1 9 P G 1 7 7 9 ) MONUMENT EASEMENT STREET LIGHT (TYP) 125' D U K E E N E R G Y T R A N S M I S S I O N L I N E R/W R E S E R V A T I O N ( B M 2 0 1 9 P G 1 7 7 9 ) EX I S T I N G W E T L A N D S LP (TYP.) 20' DE END OF ROAD MARKERS (TYP.) (PER HS353) RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #21 R25' 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP)35' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) 20' MIN FRONT SETBACK (TYP) 35' MAX FRONT SETBACK (TYP) WOODS C R E E K R O A D PROPOS E D 1 0 4 ' P U B L I C R / W SR 1154 SI T E P L A N C2.05 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SEE SHEET C2.04 FOR CONTINUATION SE E S H E E T C 2 . 0 3 F O R C O N T I N U A T I O N ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB SP SIDEPATH EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 1 - C 2 . 0 6 S I T E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 4 9 : 2 3 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 EXISTING WETLANDS TPA (TYP) 3' SIDE SETBACK 3' SIDE SETBACK 8' SIDE SETBACK 20' REAR SETBACK 25' MIN DRIVEWAY LENGTH 11' PROPOSED 10' SIDEPATH SEE NOTE 19 ON C2.0 EXISTING ROW 3' SETBACK 15 X 463' SDT 15 X 3 5 9 ' S D T 15 X 2 7 6 ' S D T 4.977' 18.5' OPEN SPACE PARK #2; SEE C2.10 LEGEND: UNDEVELOPED OPEN SPACE DEVELOPED OPEN SPACE PROPERTY BOUNDARY T O P O F B A N K T O P O F B A N K PROPOSED 5' SIDEPATH EASEMENT WOODS CREEK RD PLANS TO BE DESIGNED BY RKA SEE APPENDICES FOR MORE DETAILED INFORMATION EXISTING ROW BOC R30' BOC R30' PROPOSED ROW EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 12+ 0 0 13+00 14+00 15+00 16+00 17 + 0 0 18 + 0 0 1 0 + 0 0 PC: 10+31.35 PRC: 10+92.06 PO N D CONTROLLED ACCESS (VARIABLE WIDTH) PUBLIC R/W 110 ' 40' 40' 28' 28' 37' 2' 36' 28' 40' 29'13'28'45'45'28'28' 31' 30' 28' 28' 47' 41' 14' 110 ' 40' 40' 28' 28' 28' 40' 40' 28' 28' 39' 10' 50' 28' 66' 42'13'28'45' 110 ' 11 0 ' 45'28'28'52' 11 0 ' 1 1 0 ' 56' 28' 28' 68' 1 1 0 ' 1 1 0 ' 28' 28' 19' 59' 44'32'28'28'28'28'15'23' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 1 1 0 ' 65' 14' 1 1 0 ' 110 ' 110 ' 110 ' 110 ' 11 0 ' 11 0 ' 10 9 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 10 7 ' 11 0 ' 14' 28' 39' 14' 28' 1 1 0 ' 1 1 0 ' 4,751 SF 4,585 SF 6,320 SF 7,031 SF 4,400 SF 4,809 SF 3,081 SF 3,080 SF 3,080 SF 3,080 SF 3,080 SF 3,080 SF 3,080 SF 4,207 SF 3,080 SF 3,080 SF 3,080 SF 4,950 SF 3,083 SF 3,083 SF 4,761 SF 3,083 SF 3,080 SF 5,841 SF 4,950 SF 3,080 SF 5,283 SF 5,843 SF 4,400 SF 3,080 SF 3,080 SF 775 765 761 817 779 774 773 821 820 819 816 818 759 758 757 780 781 782 768 762 763 764 766 767 772 769 770 771 760 778 776 777 4,172 SF 822 1 1 0 ' 1 1 0 ' C B U P C : 1 1 + 6 1 . 4 8 PC: 15+67.80 PT: 14+08.81 PT : 1 6 + 8 5 . 7 2 20' F R O N T SE T B A C K ( T Y P ) 3' S I D E SE T B A C K ( T Y P ) E X I S T I N G W E T L A N D S 51' R / W 27' B - B STREET P (51' PUBLI C R / W ) ST R E E T P (5 1 ' P U B L I C R / W ) RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 20' PDE CROSS SECTION F ON C9.03 TPA (TYP) 20' PDE 27' B-B EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 20' PUE RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 20' PDE RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 15 X 257 ' S D T 15 X 3 1 2 ' S D T 15 X 257 ' S D T 15 X 3 1 2 ' S D T 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) EXISTING DUKE ENERGY TRANSMISSION R/W RESERVATION (BM 2019 PG 1779) STREET LIGHT (TYP) R25' 20' MIN FRONT SETBACK (TYP)35' MAX FRONT SETBACK (TYP) 18 + 0 0 110 ' 40' 40' 110 ' 40' 40' 28' 28' 28' 40' 40' 28' 28' 110 ' 110 ' 110 ' 110 ' 4,400 SF 3,080 SF 3,080 SF 4,400 SF 3,080 SF 779 780 781 782 778 777 KEMP HARRIS & SHARON REEVES DB 2260, PG. 670, 17-E-1184 & 07-E-1185 PIN: 0730555717 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ SAMUEL HARRIS DB 2764, PG. 11 PIN: 0730552477 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ ST R E E T P (5 1 ' P U B L I C R / W ) 20' PD E 20' PD E EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) EXISTING DUKE ENERGY TRANSMISSION R/W RESERVATION (BM 2019 PG 1779) SI T E P L A N C2.06 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SE E A B O V E F O R C O N T I N U A T I O N SE E B E L O W F O R C O N T I N U A T I O N ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB SP SIDEPATH EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 1 - C 2 . 0 6 S I T E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 5 2 : 5 3 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 15 X 2 7 6 ' S D T LEGEND: UNDEVELOPED OPEN SPACE DEVELOPED OPEN SPACE EXISTING POND 20' PDE PROPERTY BOUNDARY TO P O F B A N K TO P O F B A N K PROPERTY BOUNDARY PR O P E R T Y B O U N D A R Y WOODS CREEK RD PLANS TO BE DESIGNED BY RKA SEE APPENDICES FOR MORE DETAILED INFORMATION EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-F EM-FEM-FEM-FEM-F EM-FEM-F EM-F EM-F EM-F DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 749 747 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533534 535 536 537 538 539 540 545 542 543 544 547 546 548 741 742 743 744 745 748 506 541 519 478 493 492494495 501 507 510 508 509 511 504 447 448 449 746 499 498 500 502 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 532 465 491 490 489 488 487 470 471 472 473 474 475 476 477 483 479 480 481 482 485 484 486 461 462 463 464 439 438 437440 460459458457456455454 453 452 441442443444445446 505 503 497 450 451 496 ALLEY 12 (PR I V A T E ) STREET J (55' PUBLIC R / W ) STREE T K (51' P U B L I C R / W ) STREET F (55' PUBLIC R / W ) AL L E Y 8 STREET F (55' PUBLIC R/W) S T R E E T E ( 5 1 ' P U B L I C R / W ) S T R E E T E ( 5 1 ' P U B L I C R / W ) STREET K STREET F (51' PUBLIC ROW) AL L E Y 9 (2 5 ' A C C E S S EA S E M E N T ) AL L E Y 9 (2 5 ' A C C E S S EA S E M E N T ) ST R E E T G (5 5 ' P U B L I C R O W ) GRAPHIC SCALE 1 inch = 60 ft. 60 0 30 60 120 2.5' STANDARD CURB & GUTTER CURBING LEGEND 2.5' VALLEY CURB & GUTTER 1.5' MEDIAN CURB & GUTTER 5' CURB & GUTTER TRANSITION SI T E C U R B I N G P L A N C2.07 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 7 - C 2 . 0 9 S I T E C U R B I N G P L A N . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 1 1 : 5 3 : 0 3 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 627 670 620 628 671 621 664 672 614 622 665 673 615623 666 674 616624 667 675 677 681 680 679 569 525 522 523 524 527526 529 530531533534 535 536 537 538 539 540 545 542 543 544 547 546 548 741 742 743 744 745 739 740 506 732 731 730 638 541 716 715 714 713 712 507 510 508 509 511 746 651 653 654 655 656 660 661 630 629633 682 687692 698704710 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 657 658 634 652 640 594 604 599 609 532 588 617 625 668 676 618 626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 696 695 694 690 689693691 688 686 685 684 683 642 659 639 637 636 589 590 591 592 597 593 595 596 598 600 601 602 607603605606 608 610 611 612 613 662 632 635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 678 ALLEY 12 (PR I V A T E ) STREET J (55' PUBLIC R / W ) ST R E E T H (6 3 ' P U B L I C R / W ) S T R E E T E ( 5 1 ' P U B L I C R / W ) CAROLINA SPRINGS BLVD.( VAR. PUBLIC R/W) S T R E E T E ( 5 1 ' P U B L I C R / W ) STREET D (51' PUBLIC R/W) S T R E E T E ( 5 1 ' P U B L I C R / W ) ST R E E T G (5 5 ' P U B L I C R O W ) GRAPHIC SCALE 1 inch = 60 ft. 60 0 30 60 120 2.5' STANDARD CURB & GUTTER CURBING LEGEND 2.5' VALLEY CURB & GUTTER 1.5' MEDIAN CURB & GUTTER 5' CURB & GUTTER TRANSITION SI T E C U R B I N G P L A N C2.08 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 7 - C 2 . 0 9 S I T E C U R B I N G P L A N . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 1 1 : 5 3 : 0 9 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 795 792 775 765 761 826 828 832 817 787 835 837 834 836 796 794 793 791 790 799 789 798 788 797 779 784 785 786774 773 823 824 735 734 727 721 722 723 724 725 726 733 728 729 821 820 819 816 815 814 813 818 829 830 831 833 759 758 757 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 822 800 802 801 808 803 804 805 806 807 809 S T R E E T Q ( 5 1 ' P U B L I C R / W ) STR E E T P (51 ' P U B L I C R / W ) STR E E T S (51 ' P U B L I C R / W ) STREET P (51' PUBLIC R/W) ST R E E T S (5 5 ' P U B L I C R / W ) 749 747 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722 723 724 717 725 718 726 756 755 754 753 752 751 750 748 733 732 731 730 728 729 746 S T R E E T N STREET T GRAPHIC SCALE 1 inch = 60 ft. 60 0 30 60 120 2.5' STANDARD CURB & GUTTER CURBING LEGEND 2.5' VALLEY CURB & GUTTER 1.5' MEDIAN CURB & GUTTER 5' CURB & GUTTER TRANSITION GRAPHIC SCALE 1 inch = 60 ft. 60 0 30 60 120 SI T E C U R B I N G P L A N C2.09 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 7 - C 2 . 0 9 S I T E C U R B I N G P L A N . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 1 1 : 5 3 : 1 7 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 SCM #15 SCM #14 SCM #13 SCM #10 POND SCM #12 SCM #11 320 30054321.67RCP24 INV 30057316.63RCP24 INV 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H X X X X X X X X R R G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRRRR R R R R R R R R R R R R R R R R R R R R R SCM #15 SCM #14 SCM #13 SCM #10 POND SCM #12 SCM #11 WETLAND PARK 1.56 AC FLEX LAWN 0.30 AC FITNESS PARK 3.20 AC POCKET PARK 1.32 AC PLAY LAWN 0.43 AC TOT LOT 0.25 AC TRAILHEAD PARK 1.03 AC NATURE PARK/DOG PARK 1.70 AC STREET F STREET F ALLEY 12 S T R E E T E STREET J ST R E E T H S T R E E T E STREET T S T R E E T N STR E E T Q STRE E T P STREE T K CAROLINA SPRINGS BLVD. ST R E E T S STREET D US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W W O O D C R E E K S R O A D W O O D C R E E K S R O A D W O O D C R E E K S R O A D PHASE 1 SECTIONS 1-5 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 1 0 - O V E R A L L O P E N S P A C E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 4 7 : 3 9 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A OV E R A L L O P E N S P A C E PL A N C2.10 LEGEND: DEVELOPED OPEN SPACE UNDEVELOPED OPEN SPACE GRAPHIC SCALE 1 inch = 200 ft. 200 0 100 200 400 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 1 0 - O V E R A L L O P E N S P A C E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 4 7 : 3 9 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 795 792 775 817 796 794 793 799 798 797 779 784 774 773 816 815 814 813 829 830 780 781 782 783 812 811 810 772 778 776 777 800 802 801 808 803 804 805 806 807 809 8 27' B - B 6' STRE E T L I G H T (TYP ) FLEX LAWN LAWN BENCH [TYP] CONCRETE SIDEWALK SSC 1-GBI 2-SJA 2-CSA 21-AGR 1-MST 2-CSA 3-LCR 2-CCA POLLINATOR GARDEN W/ EDUCATIONAL SIGNAGE PET WASTE STATION CORN HOLE BOARDS [TYP] 10-IGL 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H R R opt patio opt patio opt patio opt patio opt patio opt patio opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH 2 CAR FRONTLOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRON T LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRON T LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRONT LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCHopt patio std patioopt SCREENPORCHopt patio opt patio CBU & VISITOR PARKI N G CB U & V I S I T O R PA R K I N G CBU CBU TOP OFBANK SCM #10 SCM#12 11' 6' LE 8' SIDE SETBACK8' SIDE SETBACK 11'6' 24' SEE CROSSSECTION F ON C9.03 404 405 406 407 408 396 401 400 399 398 397 402 403 435 432433434436 620 671 672 614 673 615 674 616 675 677 681 680 679682 687 617 676 618619 686 685 684 683 611 612 613 678 ST R E E T L ST R E E T L (5 5 ' P U B L I C R O W ) TOT LOT PL A Y L A W N ADA CONCRETE WALKING PATH BENCH [TYP[ PLAY EQUIPMENT WASTE RECEPTACLES BLACK ALUMINUM FENCE GATE (TYP) GATE [TYP] BENCH [TYP] SIGNAGE; SPACE NAME AND WAYFINDING. SIGN TO BE DESIGNED BUT OTHER UNDER SEPARATE COVER (TYP) GATE [TYP] 4-LCR 1-CKO 1-MGL 17-IGL 1-CCA 4-LCR 1-GBI 2-MST 2-CSA 15-AGR DE T A I L E D O P E N S P A C E PL A N C2.11 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 FLEX LAWN FLEX LAWN TOT LOT TOT LOT SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 1 1 - C 2 . 1 5 D E T A I L E D O P E N S P A C E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 3 5 : 3 0 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C HITECT D A N I EL B . W H A T LEY NO R T H C A R O L I N A DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 835 837 834 836 799 798 797 727 728 729 2 11' 6' SCM #15 SCM #14 NATURE PARK DOG PARK TRIPLE SHREDDED HARDWOOD MULCH GROUNDCOVER TRIPLE SHREDDED HARDWOOD MULCH GROUNDCOVER WAYFINDING SIGNAGE BENCH [TYP] 10' BOARDWALK 20' PRIVATE GREENWAY EASEMENT BENCH [TYP] TRASH AND RECYCLING RECEPTACLES [TYP]GATE [TYP] UNLEASHING AREA 8' PRIVATE ASPHALT GREENWAY BOLLARDS (TYP) WAYFINDING SIGNAGE BOLLARDS (TYP) CONCRETE SIDEWALK BLACK ALUMINUM FENCE [TYP] PET WASTE STATION SCM #15 SCM #14 4-AGR 2-MGL 2-QLA 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H R R opt patio opt patio opt patio opt patio opt patio opt patio opt patio Nelson ELEV B std patioopt SCREEN PORCH PORCH 2 CAR FRONTLOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRON T LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRON T LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRONT LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCHopt patio std patioopt SCREENPORCHopt patio opt patio CBU & VISITOR PARKI N G CB U & V I S I T O R PA R K I N G CBU CBU TOP OFBANK SCM #10 SCM#12 11' 6' LE 8' SIDE SETBACK8' SIDE SETBACK 11'6' 24' SEE CROSSSECTION F ON C9.03 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 1 1 - C 2 . 1 5 D E T A I L E D O P E N S P A C E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 3 0 : 2 2 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C HITECT D A N I EL B . W H A T LEY NO R T H C A R O L I N A DE T A I L E D O P E N S P A C E PL A N C2.12 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 NATURE PARK/DOG PARK NATURE PARK/DOG PARK DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H R R opt patio opt patio opt patio opt patio opt patio opt patio opt patio Nelson ELEV B std patioopt SCREEN PORCH PORCH 2 CAR FRONTLOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRON T LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRON T LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRONT LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCHopt patio std patioopt SCREENPORCHopt patio opt patio CBU & VISITOR PARKI N G CB U & V I S I T O R PA R K I N G CBU CBU TOP OFBANK SCM #10 SCM#12 SCM #15 SCM #14 SCM #13 SCM #10 POND SCM #12 SCM #11 506 507 510 508 509 511 588 505 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SCM #13 SCM #11 BENCH [TYP] CONCRETE SIDEWALK 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK 10' PRIVATE ASPHALT GREENWAY WASTE RECEPTACLE [TYP] EDUCATIONAL SIGNAGE [TYP] WETLAND EDUCATIONAL SIGNAGE [TYP] BIRD WATCHING EDUCATIONAL SIGNAGE [TYP] BENCH [TYP] SCM #13 SCM #11 1-CSA 569 716 715 647 645 574 582 575 583 576 577 570 578 571 579 572 580 573 581 646 BENCH [TYP] 30' HOLLY SPRINGS CAPE FEAR BUFFER TOP OF BANK EXISTING WETLANDS 10' PRIVATE ASPHALT GREENWAY 8-LCR 1-GBI 2-CRE SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 1 1 - C 2 . 1 5 D E T A I L E D O P E N S P A C E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 3 1 : 5 3 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C HITECT D A N I EL B . W H A T LEY NO R T H C A R O L I N A DE T A I L E D O P E N S P A C E PL A N C2.13 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 WETLAND PARK WETLAND PARK GREENWAY PARK GREENWAY PARK DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 G G G G G 749 747 744 745 755 754 753 752 751 750 748 746 OPEN AIR PAVILLION PLAY LAWN TRASH RECEPTACLE [TYP] BENCH [TYP] 1-LST 3-AGR 3-AGR 2-CSA 1-GBI 1-CKO 1-CRE SSC CORN HOLE BOARDS [TYP] 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H R R opt patio opt patio opt patio opt patio opt patio opt patio opt patio Nelson ELEV B std patioopt SCREEN PORCH PORCH 2 CAR FRONTLOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRON T LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRON T LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRONT LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCHopt patio std patioopt SCREENPORCHopt patio opt patio CBU & VISITOR PARKI N G CB U & V I S I T O R PA R K I N G CBU CBU TOP OFBANK 51' R/W 27' B-B SCM #10 SCM#12 27' B-B 3/4" WM ( T Y P ) 4" CO (TY P . ) (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV FHA (TYP ) FHA (TYP ) STREET L I G H T(TYP) R25' 20' MIN F R O N T SETBACK ( T Y P ) 35' MAX F R O N T SETBACK ( T Y P ) SCM #15 SCM #14 SCM #13 SCM #10 POND SCM #12 SCM #11 R R 449 452 450 451 SCM #10 PLAY LAWN PLAY LAWN BENCH [TYP] POLLINATOR GARDEN W/ EDUCATION SIGN SCM #10 8-AGR 8-LCR 1-CKO 1-LST SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 1 1 - C 2 . 1 5 D E T A I L E D O P E N S P A C E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 3 8 : 4 9 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C HITECT D A N I EL B . W H A T LEY NO R T H C A R O L I N A DE T A I L E D O P E N S P A C E PL A N C2.14 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 PLAY LAWN PLAY LAWN POCKET PARK POCKET PARK DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 506 260.43 CMP84 30276 260.76 CMP INV 10'W 7.2'H 30277 260.77 CMP INV 10'W 7.2'H 30280 260.63 CMP INV 10'W 7.2'H G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 512 513 493 492 494495 501 499 500 502 491 490 489 488 487 483 480 481 482 485 484 486 503 496 EXISTING WETLANDS TOP OF BANK STREET F (55' PUBLIC R/W) TRAILHEAD PARK OPEN AIR PAVILLION FLEX LAWN BENCHES LAWN PLAY LAWN TRASH RECEPTACLE [TYP] PICNIC SHELTER BENCH [TYP] EDUCATIONAL SIGN [TYP] CONCRETE SIDEWALK BENCH [TYP] EXERCISE EQUIPMENT SAFETY SURFACE FALL ZONE 10' PRIVATE ASPHALT GREENWAY CONCRETE SIDEWALK 2-MGL 2-CSA 1-GBI 2-CKO 2-ICO 1-CKO 4-CSA 6-CSA 2-CCA 2-CSA 2-CRE 4-CSA 1-CKO 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H R R opt patio opt patio opt patio opt patio opt patio opt patio opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH 2 CAR FRONTLOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRON T LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRON T LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCH PORCH2 CAR FRONT LOAD GARAGE opt patio Nelson ELEV B std patioopt SCREENPORCHopt patio std patioopt SCREENPORCHopt patio opt patio CBU & VISITOR PARKI N G CB U & V I S I T O R PA R K I N G CBU CBU EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXI S T I N G W E T L A N D S EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS TOP OFBANK SCM#10 SCM#12 11' 6' LE 8' SIDE SETBACK8' SIDE SETBACK 11'6' 24' OPE N S P A C E PAR K # 2 ; S E E C 2 . 1 2 SCM #14 SEE CROSSSECTION F ON C9.03 EXI S T I N G W E T L A N D S SCM #15 SCM #14 SCM #13 SCM #10 POND SCM #12 SCM #11 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 1 1 - C 2 . 1 5 D E T A I L E D O P E N S P A C E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 4 0 : 1 8 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C HITECT D A N I EL B . W H A T LEY NO R T H C A R O L I N A DE T A I L E D O P E N S P A C E PL A N C2.15 GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 FITNESS PARK FITNESS PARK DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 SLOPE>1% SECTION NOTES: 1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2.DO NOT SCALE DRAWINGS, FOR ILLUSTRATION PURPOSES ONLY. ACCESSIBLE CONCRETE RAMP, NOT FULL PERIMETER; RE:SITE PLAN FOR RAMP LOCATION ENGINEERED WOOD FIBER MULCH DRAINAGE STONE OBTAINED LOCALLY (3 INCH LAYER) GEOTEXTILE FRENCH DRAIN INSIDE EDGE OF RAMP MUST FALL OUTSIDE ASTM USE ZONE 6" WIDE X 18" DEEP CONCRETE EDGE BAND FINISHED GRADE SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 1 6 - C 2 . 1 7 O P E N S P A C E D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 2 : 4 0 : 2 1 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A OP E N S P A C E D E T A I L S C2.16 SCALE: SECTION 1/2" = 1'-0"1 ENGINEERED WOOD FIBER SURFACE SCALE:1" = 1'-0"2 CHIN-UP STATION SCALE:1" = 1'-0"3 ACCESSIBLE PARALLEL BAR SCALE:1" = 1'-0"5 PUSH-UP STATION SCALE:1" = 1'-0"6 SIT-UP STATION SCALE:1" = 1'-0"7 STEP-UP STATION SCALE:1" = 1'-0"4 CAPTAIN'S CHAIR DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 0.67" 0. 5 1 " 0.09" 1.53" TYP. 3.06" TYP. 7. 8 3 " 18 . 8 1 " 77.10" 72.51" 75.57" 22.81" 28.26" 34 . 1 1 " FRONT ELEVATION SIDE ELEVATION TOP VIEW ISOMETRIC NOTES: 1.PRODUCT INFORMATION: ANOVA RENDEZVOUS 6' CONTOUR BENCH. 2.COLOR: BLACK POWDERCOAT 3.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4.DO NOT SCALE DRAWING. 5.THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 6.ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 7.CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER 8.REFERENCE NUMBER 8" 4" ANCHOR BOLT CAST IN PLACE PER MANUFACTURER RECOMMENDATIONS CONCRETE PAVEMENT THICKENS BENEATH RECEPTACLE FINISH GRADE COMPACTED AGGREGATE SUBBASE TRASH RECEPTACLE: ANOVA RENDEZVOUS 32 GAL. (COLOR - BLACK) NOTE: THIS ITEM TO BE PURCHASED DIRECTLY BY OWNER. CONTRACTOR TO INSTALL. 1 2" EXPANSION JOINTCOMPACTED SUBGRADE ANOVA 'TANDEM' BIKE RACK (COLOR - BLACK) PAVING SURFACE; RE: SITE PLAN SURFACE MOUNT; RE: MANUFACTURER'S INSTRUCTIONS 24" 18" CONCRETE PAD BIKE RACK 36" PLAN SECTION 6' 18" NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 928-359 Ø2'-117 8" Ø2'-81 4" THICKEN PAVEMENT TO 6", 6" MIN. IN ALL DIRECTIONS FROM BASE PLATE 1" R1 / 4 " 4" 4" 1 4" 1" CLASS 'A3' CONCRETE PAVING, LIGHT BROOM FINISH COMPACTED AGGREGATE COMPACTED SUBGRADE 1 4 DEPTH OF POUR x 1 8" WIDE SAW CUT JOINT, TYP. OR 1 4 DEPTH OF POUR x 1 4" WIDE SCORE JOINT, TYP. TOOLED EDGE SEALANT BACKER ROD 1 2" PRE-MOLDED EXPANSION JOINT FILLER; FULL DEPTH OF POUR NOTES: 1.PROVIDE EXPANSION JOINT WHERE WALKS ARE POURED AGAINST VERTICAL SURFACES AND/OR DIFFERENT PAVING MATERIALS AND AS SPECIFIED ON PLANS OR 25'-0" MAX. O.C. 2.PROVIDE CONTRACTION JOINT AT 5' INTERVALS UNLESS OTHERWISE NOTED (SEE PLAN). CONTRACTOR TO PROVIDE MOCK-UP OF CONCRETE SIDEWALK SCORING FOR LANDSCAPE ARCHITECTS APPROVAL. MOCK-UP CAN BE USED AS PART OF FINAL PROJECT. MIN. CROSS SLOPE; RE: GRADING PLANS FOR ADDITIONAL INFORMATION TYPICAL PEDESTRIAN PAVEMENT SECTION CONTRACTION JOINT:EXPANSION JOINT NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. STANDARD FEATURES: -EXCLUSIVE PRODUCT TO GYMS FOR DOGS™ AND LIVIN THE DOG LIFE™. -ARCHITECTURAL PET WASTE BAG DISPENSER/ALUMINUM BAG DISPENSER (MADE IN U.S.A.). -TOP SHELF HOLDS KEYS, CELL PHONES & LEASHES. -HEAVY-DUTY ONE PIECE ALUMINUM MOUNTING POST. -POWDER-COATED PROPRIETARY ALL-WEATHER ALUMINUM. -BAG DISPENSER WITH "BONE" DISPENSER HOLE. -600 BAG CAPACITY - UNIVERSAL TO MOST BRANDS OF BAGS. -CAN BE CUSTOMIZED WITH YOUR BRAND OR SPECIAL LOGO. PRODUCT DIMENSIONS: DIMENSIONS: H: 51" X W: 6" X L: 15" RECOMMENDED SPECIFICATIONS: ALUMINUM BAG DISPENSER: -H: 10" X W: 4" X L: 10.5" -600 BAG CAPACITY -BONE SHAPED BAG DISPENSER SLOT ALUMINUM BAG DISPENSER TOP SHELF: -W: 6" X L: 15" ALUMINUM IN GROUND MOUNTED POST: -H: 72" W: 12" X L: 12" SIDE ELEVATION SELECT DESIRED COLOR: BROWN YELLOW RED GREEN BLACK FRONT ELEVATION BOTTOM VIEW (IN GROUND POST) 65" 6" 10.5" 15" 75" 72" 4" 6.5" 2.5" 10" 15" 6"7.5" 11 2" 6"2" 54" 2' MIN. 2" 2'-6" MIN. 4(X) POST WIDTH COMPACTED SUBGRADE CONCRETE FOOTING 3/4" SQ. PICKET 1-3/16" X 1-1/2" U-CHANNEL RAIL 2-1/2" SQ UPRIGHT POST WITH DOME TOP 33 4" (COLOR - BLACK) 11 2" 6"2" 54" 2' MIN. 2" 2'-6" MIN. 4(X) POST WIDTH COMPACTED SUBGRADE CONCRETE FOOTING 3/4" SQ. PICKET 1-3/16" X 1-1/2" U-CHANNEL RAIL 2-1/2" SQ UPRIGHT POST WITH DOME TOP 33 4" 45" 50 1 2 " 3 4" 1-3/4" SQ UPRIGHT POST WITH DOME TOP MAGNETIC CHILD SAFETY GATE LATCH (COLOR - BLACK) SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 1 6 - C 2 . 1 7 O P E N S P A C E D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 2 : 4 1 : 0 0 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A OP E N S P A C E D E T A I L S C2.17 SCALE: SECTION NTS1BIKE RACK SCALE: SECTION NTS2WASTE RECEPTACLE SCALE: SECTION NTS3BENCH SCALE: SECTION 1' = 1'-0"4 PEDESTRIAN CONCRETE PAVING SCALE:1/2" = 1'-0"5 PET WASTE STATION SCALE: SECTION 1/2" = 1'-0"7 ALUMINUM GATE SCALE: SECTION 1/2" = 1'-0"6 ALUMINUM FENCE DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 LANDSCAPE KEY: LST - LIQUIDAMBAR STYRACIFLUA LARGE DECIDUOUS TREES: MGL - METASEQUOIA GLYPTOSTROBOIDES QLA - QUERCUS LAURIFLOIA SMALL DECIDUOUS TREES: CCA - CERCIS CANADENSIS CRE - CHIONANTHUS RETUSUS SHRUBS: AGR - ABELIA X GRANDIFLORA CSA - CAMELLIA SASANQUA GBI - GINKGO BILOBA CKO - CORNUS KOUSA MST - MAGNOLIA STELLATA IGL - ILEX GLABRA LCR - LOROPETALUM CHINESE VAR. RUBRUM 'BURGENDY' GROUND COVER: SSC - SCHIZACHYRIUM SCOPARIUM POL - POLLINATOR SEED MIX SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 1 8 - O P E N S P A C E S C H E D U L E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 2 : 4 1 : 1 2 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A OP E N S P A C E EN H A N C E D P L A N T SC H E D U L E C2.18 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 CBU & VISIT O R P A R K I N G C B U & V I S I T O R P A R K I N G 6 8 16 8 10 2 CBU CB U X X X X X X X X POND US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R / W (BM 2 0 1 9 P G 1 7 7 9 ) 125' D U K E E N E R G Y T R A N S M I S S I O N LINE R / W R E S E R V A T I O N (BM 2 0 1 9 P G 1 7 7 9 ) MARY HARRIS DB 2260 PG 670 & 99-E-2225 PIN: 0730545847 SONYA LEE WILSON DB 2260 PG 649 PIN: 0730457251 SAMUEL O'NEAL HARRIS DB 2764 PG 11 PIN: 0730552477 KEMP HARRIS & SHARON REEVES DB 2260 PG 670, 07-E-1184 & 07-E-1185 PIN: 0730555717 BETTY SNEED JOHN & DORA BURRELL DB 16690 PG 99 & 17-E-2471 PIN: 0730466163 W O O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y LE L A N D C R E S T D R I V E (82 ' P U B L I C R I G H T O F W A Y ) 30054321.67RCP24 INV 30057316.63RCP24 INV 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H RR R R R R R R R R R R R R R R R R RRRRR R R R W opt pa t i o opt pa t i o opt pa t i o opt pa t i o opt pa t i o opt pa t i o opt pa t i o Nelso n E L E V B std pat i o opt S C R E E N PORC H PORC H 2 CAR F R O N T LOAD G A R A G E opt pa t i o Nelso n E L E V B std pa t i o opt SC R E E N PORC H PORC H 2 CAR F R O N T LOAD G A R A G E opt pa t i o Nelso n E L E V B std pa t i o opt S C R E E N PORC H PORC H 2 CAR F R O N T LOAD G A R A G E opt pa t i o Nelso n E L E V B std pa t i o opt SC R E E N PORC H PORC H 2 CAR F R O N T LOAD G A R A G E opt pa t i o Nelso n E L E V B std pa t i o opt SC R E E N PORC H PORC H 2 CAR F R O N T LOAD G A R A G E opt pa t i o Nelso n E L E V B std pa t i o opt S C R E E N PORC H PORC H 2 CAR F R O N T LOAD G A R A G E opt pa t i o Nelso n E L E V B std pa t i o opt S C R E E N PORC H PORC H 2 CAR F R O N T LOAD G A R A G E opt pa t i o STREET F (51' PUBLIC ROW) SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 1 9 - S I G N I N G & M A R K I N G P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 0 6 : 2 5 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 1 inch = 200 ft. 200 GRAPHIC SCALE 0 100 200 400 SI G N I N G & M A R K I N G P L A N GENERAL NOTES: 1.SIGNAGE PLAN IS FOR REFERENCE ONLY. SIGN APPROVAL WILL BE DETERMINED THROUGH THE TOWN'S SIGNAGE PROCESS AT A LATER DATE. 2.THE DEVELOPER SHALL COORDINATE WITH TOHS STAFF DURING PRE-CONSTRUCTION ACTIVITIES IN AN EFFORT TO OFFICIALLY RECORD PARKING RESTRICTIONS PRIOR TO ACCEPTANCE OF THE ROAD. 3.CAROLINA SPRINGS BLVD AND WOODFIELD DEAD END ROAD TO BE 25 MPH POSTED SPEED LIMIT. ALL REMAINING STREETS AND ALLEYS TO BE 20 MPH POSTED SPEED LIMIT STRIPING NOTES: 1.ALL MARKINGS AND SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF MUTCD STANDARDS, INCLUDING COLOR, LETTER HEIGHT, AND LETTER CASE OF THE STREET NAME SIGNS. ALL STREET NAME SIGN DESIGNS SHALL BE SUBMITTED TO TOWN TRANSPORTATION AND FACILITIES DEPT PRIOR TO INSTALLATION FOR VERIFICATION THAT SIGNS MEET ALL MUTCD REQUIREMENTS OR NO C.O.S NOR ACCEPTANCE OF ROADWAYS WILL TAKE PLACE IF STREET NAME SIGN DESIGNS ARE NOT APPROVED. 2.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. PAINT IS ALLOWED FOR PARKING SPACE STRIPING LINES. 3.ALL SIGNS SHALL USE PRISMATIC SHEETING THAT MEETS MINIMUM RETRO-REFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MUTCD. 4.STREET NAME SIGNS SHALL SHALL ADHERE TO THE LATEST MUTCD GUIDELINES IN REFERENCE TO FONT, LETTER HEIGHT, COLOR, AND LETTER CASE. ALL STREET NAME SIGN DESIGNS SHALL BE REVIEWED AND APPROVED BY THE TRANSPORTATION & FACILITIES DEPARTMENT PRIOR TO INSTALLATION. 5.A SAMPLE STREET NAME SIGN MUST BE PROVIDED SHOWING THE LETTER HEIGHTS, CASE TYPE, COLORS AND BLADE HEIGHT FOR THE PROPOSED SUBDIVISION STREETS. NOTES: 1.ALL SIGNAGE SHALL BE HIGH INTENSITY PRISM GRADE AND MOUNTED ON 3LBS/FT POLES AND PER TOWN OF HOLLY SPRINGS DETAIL HS361 2.SEE DETAIL HS358 MAST ARM/ OVERHEAD MOUNTED STANDARD TOWN STREET NAME BLADE SIGN, DETAIL HS357 POST-MOUNTED STANDARD TOWN STREET NAME BLADE, DETAIL HS359 STANDARD TRAFFIC CONTROL AND STREET NAME SIGN AND POSTS FOR LOCAL, COLLECTOR AND MINOR THOROUGHFARE, AND DETAIL HS361 UPGRADED TRAFFIC CONTROL AND STREET NAME SIGN AND POSTS, ON SHEETS C8.1 AND C8.2 R1-1 30" X 30" R2-1 SPEED LIMIT 20 24" X 30" SIGNAGE LEGEND: RESERVED PARKING MAXIMUM PENALTY $250 GS 20-37.6 VAN ACCESSIBLE R7-8P 18"X9" R7-8 18"X12" *SPACES LABELED WITH A "V" DENOTE TO BE SIGNED FOR VAN ACCESSIBLE. STOP R3-5R 30" X 36" R6-1L 36" X 12"R5-1 30" X 30" ONLY ONE WAY DO NOT ENTER AHEADSHARE THE ROAD BIKE LANE ENDSW16-1P 24" X 18" R3-17 24" X 18" R3-17AP 24" X 8" R3-17BP 8" WHITE CROSSWALK, (120 MILS) 4" WHITE SOLID LINE, (90 MILS) "ACCESSIBLE PARKING SIGN" PAVEMENT MARKING / SIGNAGE LEGEND: A B D 4" YELLOW, (90 MILS)E WHITE RIGHT TURN ARROWF WHITE BICYCLE LANE SYMBOLG 24" WHITE STOP BAR, (120 MILS)C C2.19 R2-1 SPEED LIMIT 25 24" X 30" 2' - 6' WHITE MINI-SKIP LINE, (120 MILS)H SIGN BLADE 2D.43 STOP SIGN BLADE STOP SIGN BLADE STOP STOP RESERVED PARKING MAXIMUM PENALTY $250 GS 20-37.6 VAN ACCESSIBLE B B B END OF ROAD BARRICADE STOP SIGN BLADE STOP SIGN BLADE STOP SIGN BLADE RESERVED PARKING MAXIMUM PENALTY $250 GS 20-37.6 VAN ACCESSIBLE SPEED LIMIT 20 SPEED LIMIT 20 SPEED LIMIT 20 SPEED LIMIT 20 SPEED LIMIT 20 STOP B PARKING ANY TIME PARKING ANY TIME W7-307R 18" X 24" PARKING ANY TIME RESERVED PARKING MAXIMUM PENALTY $250 GS 20-37.6 VAN ACCESSIBLE SPEED LIMIT 20 PUBLIC GREENWAY ENDS SIGN PUBLIC GREENWAY IDENTIFICATION SIGN SIDE PATH NARROWS SIGN C C PUBLIC SIDEPATH ENDS SIGN DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 SS SS SS SSSS SS SS SS S S SS SS S S SS SS SS SS SS SS SS SS SS SS SS S S >> > > > > > > > > >> > > > > > > > > US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 DELORES HORTON DB 8201 PG 2115 PIN: 0730652261 MATTIE HARRIS HEIRS DB 9105 PG 2362 & 16-E-2429 PIN: 0730644708 MARY HARRIS DB 2260 PG 670 & 99-E-2225 PIN: 0730545847 SONYA LEE WILSON DB 2260 PG 649 PIN: 0730457251 SAMUEL O'NEAL HARRIS DB 2764 PG 11 PIN: 0730552477 KEMP HARRIS & SHARON REEVES DB 2260 PG 670, 07-E-1184 & 07-E-1185 PIN: 0730555717 BETTY SNEED JOHN & DORA BURRELL DB 16690 PG 99 & 17-E-2471 PIN: 0730466163 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 30054321.67RCP24 INV 30057316.63RCP24 INV 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H 627 670 620628 671 621 664 672 614622 665 673 615623 666 674 616624 667 675 677 681 680 795 792 775 765 761 826 828 832 817 679 569 787 835 837 834 836 749 747 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533534535536537538 539540 545 542543544 547 546 548 796 794 793 791 790 799 789 798 788 797 779 784 785 786 774773 823 824 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722 723 724 717 725 718 726 756 755 754 753 752 751 750 748 506 733 732 731 730 728 729 821 820 819 816 815 814 813 818 829 830 831 833 638 541 519 716 715 714 713 712 478 493 492494495 501 507 510 508 509 511 504 447448 449 746 651 653 654 655 656 660 661 630 629633 499 498 500 502 682687692698704710 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 657 658 634 652 640 594 604599 609 532 465 588 759 758 757 617625 668 676 618626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 491 490 489 488 487 470471472473474475476477 483 479480481482 485 484 486 461 462 463 464 439 438 437440 460459458457456455454453452 441442443444445446 696 695 694 690 689693691 688 686 685 684 683 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 505 503 642 659 639 637 636 589 590 591 592 597593595596 598 600 601 602 607603605606 608 610 611 612 613 662 632635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 822 800 802 801 497 450 451 809 495496 803 808 804 805 806 807 678 WR R R R R W W W W R R R W W W W W W W W W R R R R W W W W W W W W W W W R R R R R R R R R R R W W W W W W W WRRRRRRRR W W W W R R R R R R R R R R R W W W W W W W R R R R R R R R R W W W W W W W W W W W W W W R R R R R R R R R R R W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRR R R R G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W R R R R R R R R R R R R R R RRRRR R R R R R R R R R R R R R R R R R R R R R W FM FM R FM FM F M FM TOP OF BANK SCM #10 SCM #12 SCM #13 SCM #11 SCM #15 EXISTING POND 8" PVC FM AND 6" C900 PVC RWM TO BE INSTALLED WITH E51 PROJECT 16" DIP WATER MAIN TO BE INSTALLED WITH E51 PROJECT WO O D S C R E E K R O A D PR O P O S E D 8 8 ' P U B L I C R / W SR 1 1 5 4 12" PVC SS 12" PVC SS 12" DIP SS RJ EXISTING 12" DIP SS BORE & JACK WITH 24" CASING PER PUMP STATION 2 CONSTRUCTION PLAN TOHS PROJ NO. 20-09-PSS 8" PVC SS 8" PVC SS 12" RJ DIP SS 8" PVC SS 8" PVC SS 8" DIP SS 12" PVC SS 12" PVC SS 12" PVC SS 8" PVC SS 8" PVC SS STREET D STREET D CAROLINA SPRINGS BLVD ST R E E T H CAROLINA SPRINGS BLVD WO O D F I E L D D E A D E N D R D WO O D F I E L D D E A D E N D R D AMENITY CENTER S T R E E T E S T R E E T E STREET F STREET J ALLEY 12 STREET K S T R E E T N STREET T STRE E T P ST R E E T Q STR E E T S STREET F S T R E E T C STR E E T G ALL E Y 4 AL L E Y 8 AL L E Y 9 AL L E Y 9 AL L E Y 5 ST R E E T L ALLEY 1 ALLEY 1 ALLEY 3 ALL E Y 6 PHASE 1 SECTIONS 1-5 8" PVC SS RECLAIMED WATER AND FORCEMAIN TO BE INSTALLED AS PART OF E51 PROJECT 20-09-PSS 16" WATER MAIN TO BE INSTALLED AS PART OF E51 PROJECT 20-09-PSS 6" C900 PVC RWM 6" C900 PVC RWM 6" C900 PVC RWM 6" C900 PVC RWM 6" C900 PVC RWM 6" C900 PVC RWM 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 6" C900 PVC RWM 8" DIP WATERMAIN SCM #12 SCM #13 SCM #14 SCM #15 SCM #11 SCM #10 PUMP STATION #2 PER 20-09-PSS PHASE 2 BEGINS AT EXISTING SSMH 106 PER PUMP STATION 2 CONSTRUCTION PLAN TOHS PROJ NO. 20-09-PSS SECTION 6 SECTION 7 SECTION 8 SECTION 9 SECTION 10 FUTURE E-51 SCHOOL SITE EXISTING GASLINE EASEMENT STREAM CROSSINGS BY BORE & JACK AS PART OF SECTION 6 CONSTRUCTION 8" RJ DIP SS 6" C900 PVC RWM 8" DIP WATERMAIN 6" C900 PVC RWM 6" C900 PVC RWM 6" C900 PVC RWM 8" DIP WATERMAIN SS OUTFALL PS2 SHEET C7.18 SS OUTFALL PS2 SHEET C7.19 SS OUTFALL PS2 SHEET C7.20 SS OUTFALL SECTION 7 SHEET C7.20 SS OUTFALL SECTION 6 SHEET C7.21 SS OUTFALL SECTION 9A SHEET C7.22 0 GRAPHIC SCALE 200 400200 1 inch = 200 ft. 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 3 . 0 0 - O V E R A L L U T I L I T Y P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 4 8 : 1 8 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 OV E R A L L U T I L I T Y P L A N C3.00 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 W O O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y 30277260.77CMP INV 10'W 7.2'H 447 448 449 461 462 463 464 439 438 437440 460459458457456455454 453 452 441442443444445446 450 451 W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SSSS MH 206 MH 205 MH 202 MH 203 MH 201 MH 200 MH 186 MH 185 235.95 LF 8" RJ DIP @ 0.58% 420.31 LF 8" PVC @ 2.90% 86.71 LF 8" PVC @ 7.13% 164.95 LF 8" PVC @ 0.95% 275.13 LF 8" RJ DIP @ 0.50% 115.42 LF 8" PVC @ 9.16% 96.20 LF 8" PVC @ 3.97% 370.58 LF 8" PVC @ 2.50% 20' PUE 142.43° 158.84° DUKE ENERGY PROGRESS LLC FORMERLY FIRST CITIZENS BANK TRACT (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) DUKE LAND UNIT #1183088 PIN: 0730634462 LAND USE: STATE ASSESSED WAKE COUNTY EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS TOP OF BANK 50' GASLINE EASEMENT DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 8" DIP WATERLINE (TYP) (1) 2" BOA (1) 2" GV REMOVE EXISTING BOA AND TIE TO 8" DIP WATERLINE FHA (TYP) (1) 2" BOA (1) 2" GV 6" C900 PVC RECLAIM WATERLINE (TYP) REMOVE EXISTING BOA AND TIE TO 6" C900 PVC RECLAIM WATERLINE SCM #10 20' PDE STREE T K (51' P U B L I C R / W ) EXISTING 100 YEAR FEMA FLOOD 20' PDE PUE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PDE MH 1 0 6 T O B E 20' PDE 20' PDE LE (TYP) 20' PUE EX 20' PDE EX 20' PDE EX ACCESS EASEMENT (TYP.) SCMMAE RETAINING WALL #1 W/ SAFETY FENCE AND 10' WALL EASEMENT 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING STREAM TOP OF BANK (TYP.) EXISTING STREAM TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 EXISTING 100 YEAR FEMA FLOOD RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE 10' WALL EASEMENT 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN FLOODWAY 8" PVC FM AND 6" C900 PVC RWM TO BE INSTALLED WITH E51 PROJECT 16" DIP WATER MAIN TO BE INSTALLED WITH E51 PROJECT 3/4" WM (TYP) 4" CO (TYP.) 3/4" RWM (TYP.) 20' PUE WO O D S C R E E K R O A D PR O P O S E D 8 8 ' P U B L I C R / W SR 1 1 5 4 STREET K AL L E Y 9 (2 5 ' A C C E S S EA S E M E N T ) AL L E Y 9 (2 5 ' A C C E S S EA S E M E N T ) 10' WIDE ASPHALT GREENWAY TRAIL 10' WIDE ASPHALT GREENWAY TRAIL 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 30' PUBLIC GREENWAY EASEMENT (TYP) APPROX. LOCATION OF EXISTING GAS LINE TOP OF BANK 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 20' PDE EXISTING UTILITY EASEMENT (TYP) 50' GAS LINE EASEMENT RETAINING WALL #21 W/ SAFETY FENCE 20' PDE 20' PDE 90.00° 166.33° DI - 1135 DI - 1134 DI - 1133 DI - 1132 CB - 1020 CB - 1019 DI - 1032 DI - 1037 CB - 1026A CB - 1026 JB - 1033 DI - 1031 DI - 1036 CB - 1025A CB - 1025 DI - 1030 DI - 1035 CB - 1024A DI - 1029 DI - 1039 CB - 1023 CB - 1024 DI - 1027 FES - 1022 FES - 1028 DI - 1038 DI - 1029A MH 204 74.59 LF 8" PVC @ 3.66% JB - 1039A 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 3 . 0 1 - C 3 . 0 6 U T I L I T Y P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 2 9 : 5 0 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 UT I L I T Y P L A N C3.01 SEE SHEET C3.02 FOR CONTINUATION SE E S H E E T C 3 . 0 4 F O R C O N T I N U A T I O N ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER WM WATER MAIN RWM RECLAIMED WATER MAIN CO CLEAN OUT DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533 534 535 536 537 538 539 540 545 542 543 544 547 546 548 506 541 519 478 493 492494495 501 507 510 508 509 511 504 499 498 500 502 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 532 465 491 490 489 488 487 470 471 472 473 474 475 476 477 483 479 480 481 482 485 484 486 505 503 497 496 W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R W W W W W R R R R R R R R R R R R R R R R R R W R W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS MH 199 MH 192 MH 191 MH 198 MH 190 MH 197 MH 194 MH 189 MH 195 MH 196 MH 188 MH 200 MH 187 MH 186 MH 112 MH 185 235.95 LF 8" RJ DIP @ 0.58% 420.31 LF 8" PVC @ 2.90% 164.95 LF 8" PVC @ 0.95% 120.13 LF 8" PVC @ 6.29% 222.75 LF 8" PVC @ 1.89% 302.91 LF 8" PVC @ 3.90% 347.74 LF 8" PVC @ 4.16% 116.04 LF 8" PVC @ 5.42% 29.03 LF 8" PVC @ 0.55% 2 8 0 . 8 9 L F 8 " P V C @ 0 . 5 0 % 341.54 LF 8" PVC @ 4.18% 348.86 LF 8" PVC @ 4.34% 124.09 LF 8" PVC @ 4.08% 114.14 LF 8" PVC @ 1.00% 168.01 LF 12" PVC @ 7.38% @ 0.40% EXISTING WETLANDS STREET J ALLEY 12 STREET F S T R E E T E 20' PUE STREET F ST R E E T G AL L E Y 8 176.28° EXISTING WETLANDS EXISTING WETLANDS 50' GASLINE EASEMENT DIXIE PIPELINE COMPANY DB 2758 PG 643 8" DIP WATERLINE (TYP) 8" DIP WATERLINE (TYP) FHA (TYP) FHA (TYP) FHA (TYP) FHA (TYP) FHA (TYP) 8" DIP WATERLINE (TYP) 6" C900 PVC RECLAIM WATERLINE (TYP) 6" C900 PVC RECLAIM WATERLINE (TYP) (1) RWL 6" TEE (3) 6" GV(1) 8" TEE (3) 8" GV (1) 6" RWL TEE (3) 6" GV (1) 8" TEE (3) 8" GV (1) 2" BOA (1) 2" GV (1) 2" RWL BOA (1) 2" GV SCM #13 SCM #11 20' DE EXISTING 100 YEAR FEMA FLOOD SCMMAE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 10' WALL EASEMENT 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR LOCAL PROPOSED FLOODPLAIN 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PUE 20' PDE 20' PDE 20' PUE SCMMAE VWDE 20' PDE EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING STREAM TOP OF BANK (TYP.) EXISTING STREAM TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE 10' WALL EASEMENT FLOODWAY 20' PDE RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 3/4" WM (TYP) 4" CO (TYP.) 3/4" RWM (TYP.) THE LEG FROM EX MH192 - EX MH193 AS WELL AS SERVICES TO BE INSTALLED AND EX MH192 PLUGGED DURING PHASE 1-5 PLAN CONSTRUCTION VWDE (TYP) VWDE (TYP) VWDE (TYP) REMOVE EXISTING 6" BOA AND GV TIE TO 6" PVC C900 RWL REMOVE EXISTING 8" BOA AND GV TIE TO 8" DIP WATERLINE SCMMAE 10' WIDE ASPHALT GREENWAY TRAIL 10' WIDE ASPHALT GREENWAY TRAIL (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 20' PRIVATE GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 10' ASPHALT GREENWAY 30' PUBLIC GREENWAY EASEMENT (TYP) APPROX. LOCATION OF EXISTING GAS LINE CULVERT HEADWALLS W/ 5' EASEMENT 20' PUE (1) TEMPORARY 2" BOA (1) PERMANENT 8" GV (1) TEMPORARY 2" BOA (1) PERMANENT 6" GV 20' DE 20' PDE 15' PRIVATE GREENWAY TRAIL EASEMENT (TYP) LE (TYP) LE (TYP) REMOVE EXISTING BOA AND GV TIE TO 8" DIP WATERLINE REMOVE EXISTING BOA AND GV TIE TO 6" C900 PVC RECLAIM WATERLINE 50' GAS LINE EASEMENT 20' PDE CULVERT HEADWALL W/ 30' EASEMENT RETAINING WALL #18 W/ SAFETY FENCE (2) 22.5° BENDS (2) 22.5° BENDS (2) 22.5° BENDS RETAINING WALL #19 W/ SAFETY FENCE RETAINING WALL #20 W/ SAFETY FENCE 90.00° 129.86° 166.33° DI - 1139 DI - 1121 CB - 1112 CB - 1111 CB - 1157 DI - 1138 CB - 1115 CB - 1110 DI - 1120 CB - 1151 CB - 1156 CB - 1150 DI - 1137 CB - 1149 DI - 1119 CB - 1114 CB - 1109 CB - 1148 CB - 1155 DI - 1136 CB - 1147 CB - 1146 DI - 1118 CB - 1116 DI - 1135 CB - 1108 CB - 1154 CB - 1145 CB - 1144 CB - 1153 DI - 1117 CB - 1152 CB - 1106 CB - 1107 CB - 1143 DI - 1134 CB - 1142 CB - 1105 CB - 1141 CB - 1104 CB - 1103 JB - 1102 DI - 1133 CB - 1159 CB - 1140 DI - 1132 CB - 1131 CB - 1130 JB - 1127 CB - 1129 CB - 1128 DI - 1158 DI - 1180 DI - 1101 FES - 1100 FES - 1126 CB - 1312 CB - 1346 CB - 1347A CB - 1348A CB - 1347 CB - 1348 FES - 1311 JB - 1033 179.46 LF 8" PVC @ 1.50% DI - 1158A DI - 1102B DI - 1102A MH 193 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 3 . 0 1 - C 3 . 0 6 U T I L I T Y P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 3 0 : 3 1 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SE E S H E E T C 3 . 0 4 F O R C O N T I N U A T I O N SEE SHEET C3.01 FOR CONTINUATION UT I L I T Y P L A N C3.02 SEE SHEET C3.03 FOR CONTINUATION UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER WM WATER MAIN RWM RECLAIMED WATER MAIN CO CLEAN OUT ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB SECTION 7 SECTION 8 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 627 670 620 628 671 621 664 672 614 622 665 673 615623 666 674 616624 667 675 677 681 680 679 569 638 716 715 714 713 712 651 653 654 655 656 660 661 630 629633 682 687692 698 704 710 657 658 634 652 640 594 604 599 609 588 617 625 668 676 618 626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 696 695 694 690 689693691 688 686 685 684 683 642 659 639 637 636 589 590 591 592 597 593 595 596 598 600 601 602 607603605606 608 610 611 612 613 662 632 635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 678 W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X R R R R R R R W W W W W W R R R R R R R R R R R W W W W W W W R R R R W W W SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS MH 182 MH 184 MH 178 MH 179 MH 180 MH 181 MH 171 MH 122 MH 123 MH 118 MH 119 MH 117 MH 115 MH 114 MH 113 MH 112 168.01 LF 12" PVC @ 7.38% 142.01 LF 12" PVC @ 0.41% 36.47 LF 12" PVC @ 0.40% 47.53 LF 12" PVC @ 0.40% 111.56 LF 12" PVC @ 0.50% 69.49 LF 12" PVC @ 0.72% 151.10 LF 12" PVC @ 1.02% 392.83 LF 8" PVC @ 4.59% 395.85 LF 8" PVC @ 0.50% 245.53 LF 8" PVC @ 0.50% 110.85 LF 8" PVC @ 1.00% 266.08 LF 8" PVC @ 1.00% 105.65 LF 12" PVC @ 0.40% 41.57 LF 8" PVC @ 0.51% 294.67 LF 8" PVC @ 1.91% STREET D ST R E E T F CAROLINA SPRINGS BLVD S T R E E T E CAROLINA SPRINGS BLVD ALLEY 1 ST R E E T L STREET D 162.93° 170.88° 176.28° MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER SCMMAE FHA (TYP) FHA (TYP) FHA (TYP) FHA (TYP) (1) 2" BOA (1) 6" GV (1) 8" TEE (3) 8" GV (1) RWL 6" TEE (3) 6" GV 8" DIP WATERLINE (TYP) 6" C900 PVC RECLAIM WATERLINE (TYP) 8" DIP WATERLINE (TYP) 6" C900 PVC RECLAIM WATERLINE (TYP) (1) 6" RWL TEE (3) 6" GV (1) 8" TEE (3) 8" GV (1) 2" BOA (1) 8" GV SCM #12 SCM #13 RETAINING WALL #5 W/ SAFETY FENCE (DESIGN BY OTHERS) RETAINING WALL #7 W/ SAFETY FENCE FLOODWAY SCMMAE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN LE (TYP.) 20' PUE 10' WALL EASEMENT 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PDE 30' DE 20' PUE 20' PDE 20' DE 20' PDE 30' DE 30' DE 20' PDE 10' WALL EASEMENT (TYP) LE (TYP) VWDE VWDE VAR. WALL EASEMENT VAR. WALL EASEMENT RETAINING WALL #6 W/ SAFETY FENCE (DESIGN BY OTHER) VWDE 20' PDE VWDE TEMPORARY EXISTING STORM EASEMENT FROM PHASE 1 TO BE ABANDONED IN PHASE 2 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER 20' PDE RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 3/4" WM (TYP) 4" CO (TYP.) VWDE VWDE 20' PDE 20' PDE REMOVE EXISTING 8" BOA AND TIE TO 8" DIP WATERLINE REMOVE EXISTING 8" BOA AND TIE TO 8" DIP WATERLINE REMOVE EXISTING 6" RWL BOA AND TIE TO 6" C900 PVC RECLAIMED WATERLINE REMOVE EXISTING 6" BOA AND TIE TO 6" C900 PVC WATERLINE MH 184 AND LOT #678 SERVICES TO BE BUILT WITH PHASE 1-5 ST R E E T L (5 5 ' P U B L I C R O W ) CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT) STREET D (55' PUBLIC ROW) 20' PDE 10' WIDE ASPHALT GREENWAY TRAIL 30' WIDE GREENWAY EASEMENT 30' PUBLIC MULTI-USE TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL TOP OF BANK 20' PDE 20' PDE 20' PDE RETAINING WALL #7 W/ SAFETY FENCE AND 10' EASEMENT TOP O F B A N K TOP O F B A N K EXISTING WALL LE (TYP.) END OF ROAD MARKERS (TYP.) (PER HS353) (2) 22.5° BENDS (2) 22.5° BENDS CB - 1339 DI - 1345 CB - 1338 CB - 1327 DI-1342 CB - 1326 CB - 1330 DI-1336 CB - 1324 CB - 1328 DI-1341 CB - 1325 DI-1335 CB - 1322 CB - 1321 CB - 1320 CB-1323 DI-1333 CB - 1319 CB - 1350 DI - 1340 CB-1332 CB-1331 CB - 1318 DI - 1351 CB - 1316 CB - 1317 DI-1334 CB - 1336 CB - 1315 CB - 1314 DI - 1342 CB - 1312 CB - 1313 DI - 1352 CB - 1346 CB - 1347 CB - 1348 FES - 1311 DI - 1274 CB - 1267 CB - 1266 DI - 1273 DI - 1272 CB - 1279CB - 1278 CB - 1250 CB - 1251 CB - 1277 DI - 1269 CB - 1219A DI - 1268 DI - 1281 DI - 1254 CB - 1280 CB - 1276 CB - 1203 DI - 1298 DI - 1265 CB - 1219 CB - 1201 DI - 1264 CB - 1218 CB - 1206 CB - 1206A DI - 1253 DI - 1263 JB - 1202 DI - 1262 DI - 1261 FES - 1201 FES - 1260 DI - 1253A DI - 1254D DI - 1254C DI - 1254B DI-1342ADI-1341ADI-1340A 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 3 . 0 1 - C 3 . 0 6 U T I L I T Y P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 3 2 : 2 3 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SEE SHEET C3.02 FOR CONTINUATION SE E S H E E T C 3 . 0 5 F O R C O N T I N U A T I O N SE E S H E E T C 3 . 0 4 F O R C O N T I N U A T I O N UT I L I T Y P L A N C3.03 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER WM WATER MAIN RWM RECLAIMED WATER MAIN CO CLEAN OUT DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> G 749 747 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722723 724 717 725 718726 756 755 754 753 752 751 750 748 733 732 731 730 728 729 746 W W W W W R R R R CBU & V I S I T O R PARKING R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R CBU R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R G G G G G W W W W W W W W W W W W W W W FM FM FM SS SS SSSS SS SS SS SS SS SS SS SS SS SSSS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS MH 130 MH 129 MH 131 MH 128 MH 500 MH 127 MH 125 MH 126 MH 110 MH 108 MH 107 MH 109 EX MH 106 MH 124 MH 112 MH 111 EX MH 105 181.57 LF 12" PVC @ 1.61% 196.59 LF 12" PVC @ 0.60% 159.07 LF 12" PVC @ 0.30% 351.92 LF 12" PVC @ 0.30% 185.37 LF 8" PVC @ 7.30% 108.06 LF 8" PVC @ 3.20% 97.69 LF 8" PVC @ 1.81% 94.33 LF 12" DIP @ 0.31% 126. 0 8 L F 12" D I P @ 0. 5 2 % @ 0.21% 179.16 LF 12" RJ DIP @ 0.50% 221.08 LF 8" PVC @ 0.74% 23 5 . 9 5 L F 8" R J D I P @ 0 . 5 8 % 72.79 LF 8" PVC @ 2.45% 65.03 LF 8" PVC @ 2.03% 91.47 LF 8" PVC @ 1.00% 364.46 LF 8" DIP @ 0.60% 132.24 LF 8" DIP @ 9.50% 213.24 LF 8" PVC @ 1.00% 20' PUE RETAINING WALL (1) 6" TEE (3) 6" GV FHA (TYP) 6" C900 PVC RECLAIM WATERLINE (TYP) FHA (TYP) 20' DE VWDE (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV 20' DE WOODS C R E E K R O A D EXISTIN G 6 0 ' P U B L I C RIGHT O F W A Y SR 1154 STREET N 20 ' P U E 20' PUE 17 6 . 2 8 ° 97 . 0 0 ° 15 0 . 2 0 ° 14 6 . 7 7 ° 15 7 . 0 3 ° 95 . 4 8 ° 17 6 . 5 8 ° 89 . 7 8 ° 17 9 . 7 8 ° 16 2 . 3 7 ° EXISTING WETLANDS EX I S T I N G W E T L A N D S 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YR FLOODPLAIN EXISTING FLOODWAY (1) 2" RWL BOA (1) 2" GV (1) 2" BOA (1) 2" GV (1) 2" RWL BOA (1) 2" GV (1) 2" BOA (1) 2" GV FHA (TYP) FHA (TYP) (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV 8" DIP WATERLINE (TYP) 6" C900 PVC RECLAIM WATERLINE (TYP) FHA (TYP) REMOVE EXISTING BOA AND TIE TO EXISTING 8" DIP WATERLINE REMOVE EXISTING BOA AND TIE TO EXISTING 6" C900 PVC RECLAIM WATERLINE 30' PUE 30' HOLLY SPRINGS CAPE FEAR BUFFER STREET N MH 106 TO BE INSTALLED BY E51 SCHOOL PROJECT RETAINING WALL #8 W/ SAFETY FENCE AND 10' EASEMENT 30' PUE 30' HOLLY SPRINGS CAPE FEAR BUFFER 8' WIDE ASPHALT GREENWAY TRAIL 3/4" WM (TYP) 4" CO (TYP.) 3/4" RWM (TYP.) 20' PRIVATE GREENWAY EASEMENT (TYP) EXISTING 100 YEAR FEMA FLOODPLAIN TPA (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER FLOODWAY EXISTING 100 YEAR FEMA FLOODPLAIN 6" RWM TO BE INSTALLED WITH E51 PROJECT 20-09-PSS 16" DIP WATERMAIN TO BE INSTALLED WITH E51 PROJECT RETAINING WALL #10 W/ SAFETY FENCE RETAINING WALL #11 W/ SAFETY FENCE S T R E E T T EXISTING WETLANDS RE T A I N I N G W A L L # 1 9 W/ S A F E T Y F E N C E RE T A I N I N G W A L L # 2 0 W/ S A F E T Y F E N C E RETAINING WALL #9A W/ SAFETY FENCE 20' PRIVATE SIDEWALK EASEMENT (TYP) 6' CONCRETE SIDEWALK CB - 1415 CB - 1414 CB - 1409 DI - 1411 DI - 1431 CB - 1410 DI - 1430 DI - 1422 CB - 1416 CB - 1426 DI - 1434 CB - 1413 CB - 1408 DI - 1423 DI - 1436 CB - 1407 DI - 1437 DI - 1433 DI - 1438 DI - 1425 CB - 1428 CB - 1427 DI - 1435 CB - 1429 CB - 1406 DI - 1424 CB - 1403 CB - 1404 DI - 1420 DI - 1417 CB - 1402 DI - 1418 JB - 1412 DI - 1419 FES - 1401 DI - 1561 CB - 1426A STREET N STREET N DI - 1419A 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 3 . 0 1 - C 3 . 0 6 U T I L I T Y P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 3 4 : 3 3 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SE E S H E E T C 3 . 0 5 F O R C O N T I N U A T I O N SEE SHEET C3.02 FOR CONTINUATIONSEE SHEET C3.03 FOR CONTINUATION UT I L I T Y P L A N C3.04 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER WM WATER MAIN RWM RECLAIMED WATER MAIN CO CLEAN OUT DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 795 792 775 765 761 826 828 832 817 787 835 837 834 836 796 794 793 791 790 799 789 798 788 797 779 784 785 786774 773 823 824 821 820 819 816 815 814 813 818 829 830 831 833 759 758 757 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 822 800 802 801 808 803 804 805 806 807 809 R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W CBU & VI S I T O R P A R K I N G W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R CBU R S S S S S S SS SS SS SS SS SS SS SSSSSSSS SSSSSS SSSSSSSS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S S S S S S S S S S S MH 164 MH 163 MH 162 MH 161 MH 148 MH 160 MH 147 MH 159 MH 158 MH 146 MH 157 MH 145 MH 155 MH 168 MH 144 MH 169 MH 151 MH 167 MH 154 MH 152 MH 143 MH 142 MH 165 MH 141MH 150 MH 140 MH 139 203.85 LF 8" PVC @ 6.44% 70.91 LF 8" PVC @ 2.08% 61.46 LF 8" PVC @ 8.40% 78.26 LF 8" PVC @ 5.99% 84.03 LF 8" PVC @ 6.39% 201.29 LF 8" PVC @ 1.00% 62.17 LF 8" PVC @ 0.66% 238.38 LF 8" PVC @ 2.85% 231.29 LF 8" PVC @ 3.05% 247.32 LF 8" PVC @ 3.13% 241.17 LF 8" PVC @ 0.50% 262.48 LF 8" PVC @ 2.31% 190.55 LF 8" PVC @ 0.57% 81.63 LF 8" PVC @ 2.47% 52.87 LF 8" PVC @ 0.95% 151.50 LF 8" PVC @ 0.50% 19 4 . 0 7 L F 8" P V C @ 2 . 8 8 % 240.23 LF 8" PVC @ 6.95% 190.03 LF 8" PVC @ 0.50% 110.31 LF 8" PVC @ 1.88% 89.13 LF 8" PVC @ 4.04% 70.73 LF 8" PVC @ 3.32% 57.51 LF 8" PVC @ 8.47% 84.63 LF 8" PVC @ 9.65%236.37 LF 8" PVC @ 2.14% 41.12 LF 8" PVC @ 1.22% 145.27 LF 8" PVC @ 1.72% WOODS C R E E K R O A D 60' PUBLI C R I G H T O F W A Y SR 1154 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W STR E E T Q STRE E T P ST R E E T S TOP OF BANK TOP OF BANK 167.08° 113.52° 90.10°141.50° 179.86° 89.96° 168.22°171.45° MH 166 SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 FHA (TYP) FHA (TYP) (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 2" GV (1) 2" BOA (1) 8" GV (1) 2" RWL BOA (1) 6" GV FHA (TYP) FHA (TYP) (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV (1) 8" TEE (3) 8" GV (1) 8" TEE (3) 8" GV 30 ' P U E SCM #15 EXISTING POND RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #12 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE LE (TYP.) 20' PDE 20' PDE 20' PDE CULVERT HEADWALL W/ 5' EASEMENT 20' PDE 20' PDE 20' PDE 20' PDE 20' PDE 20' PDE 20' PDE 20' PDE 20' PDE SCMMAE 20' DE 20' DE 30' PUE 30' PUE DE 8' WIDE ASPHALT GREENWAY 20' WIDE PRIVATE GREENWAY EASEMENT 20' SIDEWALK EASEMENT LE (TYP) 20' DE 20' DE 20' DE EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' PUE 20' PUE 30' TOWN OF HOLLY SPRINGS PERIMETER BUFFER 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 20' PDE EXISTING WETLANDS 3/4" WM (TYP) 4" CO (TYP.) 8" DIP WATERMAIN 6" RWL 20' PDE 20' PDE 20' PDE RETAINING WALL #14 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #16 W/ SAFETY FENCE AND 10' EASEMENT 2' SIDEWALK EASEMENT VWDE LE 2' SIDEWALK EASEMENT RETAINING WALL #17 W/ SAFETY FENCE AND 10' EASEMENT EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R/W R E S E R V A T I O N ( B M 2 0 1 9 P G 1 7 7 9 ) MONUMENT EASEMENT 125' D U K E E N E R G Y T R A N S M I S S I O N L I N E R/W R E S E R V A T I O N ( B M 2 0 1 9 P G 1 7 7 9 ) LP (TYP.) 20' DE END OF ROAD MARKERS (TYP.) (PER HS353) RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #21 REMOVE EXISTING BOA AND TIE TO EXISTING 8" DIP WATERLINE REMOVE EXISTING BOA AND TIE TO EXISTING 6" C900 PVC RECLAIM WATERLINE CB - 1536 CB - 1537 DI - 1547 CB - 1552 CB - 1534 DI - 1535 CB - 1531 CB - 1554 CB - 1556 DI - 1555 DI - 1539 CB - 1530 DI - 1557 DI - 1544 CB - 1533 DI - 1538 CB - 1525 CB - 1528 CB - 1508 CB - 1532 CB - 1529 DI - 1550 CB - 1509 CB - 1527 DI - 1559 CB - 1560 DI - 1561 CB - 1562 DI - 1564 CB - 1563 CB - 1523 DI - 1560 CB - 1521 DI - 1546A CB - 1546 DI - 1558 CB - 1541 CB - 1519 CB - 1518 CB - 1507 CB - 1520 DI - 1502 CB - 1522 CB - 1503 DI - 1548 CB - 1506A CB - 1506 CB - 1514 CB - 1513 JB - 1501 FES - 1500 DI - 1558A DI - 1558B DI - 1550A MH 153 48.86 LF 8" PVC @ 1.02% MH 156 126.79 LF 8" PVC @ 3.15% SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 3 . 0 1 - C 3 . 0 6 U T I L I T Y P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 3 6 : 5 1 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 UT I L I T Y P L A N C3.05 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER WM WATER MAIN RWM RECLAIMED WATER MAIN CO CLEAN OUT EXISTING WETLANDS TPA (TYP) PROPOSED 9' SP EASEMENT 30'PUE SEE SHEET C3.04 FOR CONTINUATION SE E S H E E T C 3 . 0 3 F O R C O N T I N U A T I O N DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 >>>>>> > > > >>>>> >>>>>> > > > >>>>> CONTROLLED ACCESS (VARIABLE WIDTH) PUBLIC R/W 300 5 4 321 . 6 7 RC P 2 4 I N V 300 5 7 316. 6 3 RC P 2 4 I N V 775 765 761 817 779 774 773 821 820 819 816 818 759 758 757 780 781 782 768 762 763 764 766 767 772 769 770 771 760 778 776 777 822 R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W R R R W W W W W W R C B U S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SSSSSSSS MH 163 MH 162 MH 148 MH 147 MH 146 MH 145 MH 168 MH 169 MH 167 70.91 LF 8" PVC @ 2.08% 61.46 LF 8" PVC @ 8.40% 78.26 LF 8" PVC @ 5.99% 84.03 LF 8" PVC @ 6.39% 201.29 LF 8" PVC @ 1.00% 62.17 LF 8" PVC @ 0.66%262.48 LF 8" PVC @ 2.31% 190.55 LF 8" PVC @ 0.57% 240.23 LF 8" PVC @ 6.95% W O O D S C R E E K R O A D 6 0 ' P U B L I C R I G H T O F W A Y S R 1 1 5 4 US HIGHWAY 1 CONTROLLED ACCESS (VARIABLE WIDTH) PUBLIC R/W STREET P T O P O F B A N K T O P O F B A N K 16 8 . 2 2 ° 17 1 . 4 5 ° MH 166 E X I S T I N G W E T L A N D S 51' R / W 27' B - B EX I S T I N G P O N D RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 20' PDE CROSS SECTION F ON C9.03 TPA (TYP) 20' PDE 27' B-B EXISTING WETLANDS 3/4" WM (TYP) 4" CO (TYP.) (1) 8" TEE (3) 8" GV (1) 6" TEE (3) 6" GV FHA (TYP) FHA (TYP) EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 20' PUE RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 20' PDE RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) EXISTING DUKE ENERGY TRANSMISSION R/W RESERVATION (BM 2019 PG 1779) STREET LIGHT (TYP) R25' 20' MIN FRONT SETBACK (TYP)35' MAX FRONT SETBACK (TYP) CB - 1537 DI - 1547 CB - 1552 CB - 1556 DI - 1557 DI - 1544 CB - 1533 CB - 1532 CB - 1529 CB - 1527 DI - 1564 CB - 1563 DI - 1546A 241.17 LF 8" PVC @ 0.50% KEMP HARRIS & SHARON REEVES DB 2260, PG. 670, 17-E-1184 & 07-E-1185 PIN: 0730555717 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ SAMUEL HARRIS DB 2764, PG. 11 PIN: 0730552477 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ TPA( TYP) EX I S T I N G W E T L A N D S 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) EXISTING DUKE ENERGY TRANSMISSION R/W RESERVATION (BM 2019 PG 1779) RE T A I N I N G W A L L # 1 3 W/ S A F E T Y F E N C E A N D 10' E A S E M E N T SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 3 . 0 1 - C 3 . 0 6 U T I L I T Y P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 3 8 : 0 7 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 UT I L I T Y P L A N C3.06 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W PUBLIC RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB UTILITY ABBREVIATION LEGEND FHA FIRE HYDRANT ASSEMBLY BOA BLOWOFF ASSEMBLY GV GATE VALVE RED REDUCER WM WATER MAIN RWM RECLAIMED WATER MAIN CO CLEAN OUT DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 SS S S SS SS SS > > > > > > > > POND POND X W R R R FO T EOI 20' PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 T T T T T FOB FOB N 0 2 ° 5 6 ' 0 7 " E 20 4 . 0 3 ' N 50° 1 8 ' 3 9 " E 71.17 ' S 75°50'2 6 " E 312.84' X X X XW W W W W W W R R R EOI SS S S 20 ' P U B L I C S A N I T A R Y S E W E R E A S E M E N T VARIABLE WIDTH PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 20' PUBLIC SANITARY SEWER EASEMENT per BM 2018, PG 2341 O H E OH E OH E OH E OH E OH E R R R R R R R R R R R R R R FO FO FO FO T T T T F O F O F O O H E O H E OH E O H E O H E O H E R R R R R R E E E W W W X X R OHE US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 30054321.67RCP24 INV 30057316.63RCP24 INV 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H 627 670 620628 671 621 664 672 614622 665 673 615623 666 674 616624 667 675 677 681680 795 792 775 765 761 826 828 832 817 679 569 787 835 837 834 836 749 747 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533534535536537538539540 545 542543544 547 546 548 796 794 793 791 790 799 789 798 788 797 779 784 785 786774773 823 824 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722 723 724 717 725 718 726 756 755 754 753 752 751 750 748 506 733 732 731 730 728 729 821 820 819 816 815 814 813 818 829 830 831 833 638 541 519 716 715714713712 478 493 492494495 501 507 510 508 509 511 504 447448449 746 651 653654655656 660661 630 629633 499 498 500 502 682687692698704710 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 657 658 634 652 640 594 604599 609 532 465 588 759 758 757 617625 668 676 618626 669 619 647648649650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 491 490 489 488 487 470471472473474475476477 483 479480481482 485 484 486 461 462 463 464 439 438 437440 460459458457456455454453452 441442443444445446 696695694 690689693691 688 686685684 683 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 505 503 642 659 639 637636 589 590 591 592 597593595596 598 600 601 602 607603605606 608 610 611 612 613 662 632635 663 631 646 643 641644 709708707706711 700705703702701 699 697 822 800 802 801 497 450 451 809 495496 803 808 804 805 806 807 678 R R W W R RWW W W CBU & VISIT O R P A R K I N G W W W R R R W W W W W W W R R R R R R R W W W W WRRRRR W WRR R R R R R W W W W W R R R R R R W W W W W W W W W R R R R C B U & V I S I T O R PA R K I N G RR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R CBU CB U X X X X X X X X R R W W W W R R R W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRR R R G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R W W R R R R R R R W W R W W W W W W R W W W W W R R R R R R R R R R R R R R R R R R R R R W W W W R R R R R W W W W W W W W W W W W W WW W W W W W R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W R FM FM FM TOP OF BANK SCM #10 SCM #12 SCM #13 SCM #11 SCM #15 EXISTING POND 15 X 276' SDT 15 X 2 3 9 ' S D T 15 X 2 3 9 ' S D T 15 X 1 7 5 ' S D T 15 X 2 3 9 ' S D T 15 X 239' SDT 15 X 1 6 5 ' S D T 15 X 2 3 9 ' S D T 15 X 2 7 6 ' S D T 15 X 2 7 6 ' S D T 15 X 239' SDT 15 X 276' SDT 15 X 239' SDT 15 X 276' SDT 8" PVC FM AND 6" C900 PVC RWM TO BE INSTALLED WITH E51 PROJECT 16" DIP WATER MAIN TO BE INSTALLED WITH E51 PROJECT WO O D S C R E E K R O A D PRO P O S E D 8 8 ' P U B L I C R / W SR 1 1 5 4 15 X 194' SDT 15 X 2 5 7 ' S D T 15 X 2 5 7 ' S D T 15 X 312' SDT 15 X 257' SDT 15 X 2 5 7 ' S D T 15 X 2 5 7 ' S D T 15 X 312' SDT 15 X 257' SDT SCM #14 12" PVC SS 12" PVC SS 12" DIP SS RJ EXISTING 12" DIP SS BORE & JACK WITH 24" CASING PER PUMP STATION 2 CONSTRUCTION PLAN TOHS PROJ NO. 20-09-PSS 8" PVC SS 8" PVC SS 12" RJ DIP SS 8" PVC SS 8" PVC SS 8" DIP SS 12" PVC SS 12" PVC SS 12" PVC SS 8" PVC SS 8" PVC SS STREET D STREET D CAROLINA SPRINGS BLVD ST R E E T H CAROLINA SPRINGS BLVD WO O D F I E L D D E A D E N D R D WO O D F I E L D D E A D E N D R D AMENITY CENTER S T R E E T E S T R E E T E STREET F STREET J ALLEY 12 STREET K S T R E E T N STREET T STRE E T P ST R E E T Q STR E E T S STREET F S T R E E T C STR E E T G ALL E Y 4 AL L E Y 8 AL L E Y 9 AL L E Y 9 AL L E Y 5 ST R E E T L ALLEY 1 ALLEY 1 ALLEY 3 ALLE Y 6 PHASE 1 SECTIONS 1-5 8" PVC SS RECLAIMED WATER AND FORCEMAIN TO BE INSTALLED AS PART OF E51 PROJECT 20-09-PSS 16" WATER MAIN TO BE INSTALLED AS PART OF E51 PROJECT 20-09-PSS 6" C900 PVC RWM 6" C900 PVC RWM 6" C900 PVC RWM 6" C900 PVC RWM 6" C900 PVC RWM 6" C900 PVC RWM 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 8" DIP WATERMAIN 6" C900 PVC RWM 8" DIP WATERMAIN PUMP STATION 2 PUMP STATION 1 AREA ONLY OFFSITE AREA THAT DRAINS OFF THE PROPERTY SCM #12 SCM #13 SCM #14 SCM #15 SCM #11 SCM #10 PUMP STATION #2 PER 20-09-PSS PHASE 2 BEGINS AT EXISTING SSMH 106 PER PUMP STATION 2 CONSTRUCTION PLAN TOHS PROJ NO. 20-09-PSS SECTION 6 SECTION 7 SECTION 8 SECTION 9 SECTION 10 FUTURE E-51 SCHOOL SITE EXISTING GASLINE EASEMENT STREAM CROSSINGS BY BORE & JACK AS PART OF SECTION 6 CONSTRUCTION 8" RJ DIP SS 6" C900 PVC RWM 8" DIP WATERMAIN 6" C900 PVC RWM 6" C900 PVC RWM 6" C900 PVC RWM 8" DIP WATERMAIN SS OUTFALL PS2 SHEET C7.18 SS OUTFALL PS2 SHEET C7.19 SS OUTFALL PS2 SHEET C7.20 SS OUTFALL SECTION 7 SHEET C7.20 SS OUTFALL SECTION 6 SHEET C7.21 SS OUTFALL SECTION 9A SHEET C7.22 0 GRAPHIC SCALE 306 613306 1 inch = 306 ft. 153 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 3 . 0 0 - O V E R A L L U T I L I T Y P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 4 9 : 3 5 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m En g i n e e r s [ P K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 PUMP STATION 1 DRAINAGE AREA PUMP STATION 2 DRAINAGE AREA PUD BOUNDARY PUD BOUNDARY OV E R A L L S E W E R DR A I N A G E M A P C3.07 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 3 1 5 319 3 2 0 3 1 9 3 1 6 30 8 3 1 0 2 6 5 27 0 275 280 285 290 29 5 30 0 3 0 5 3 1 0 310 3 1 0 3 1 5 315 3 1 5 3 2 0 320 3 2 0 320 3 2 5 32 5 3 3 0 330 275 280 285 290 295 300 2 7 0 2 7 0 2 7 5 2 7 5 28 0 2 8 0 285 2 8 5 290 2 9 0 295 29 5 3 0 0 3 0 0 3 0 5 3 0 5 30 5 3 0 5 305 305 3 1 0 3 1 0 310 310 3 1 0 310 31 5 3 1 5 31 5 315 3 2 0 320 3 2 0 32 0 280 285 290 295 300 305 310 315 >> > > > > > > > > >> > > > > > > > > US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 DELORES HORTON DB 8201 PG 2115 PIN: 0730652261 MATTIE HARRIS HEIRS DB 9105 PG 2362 & 16-E-2429 PIN: 0730644708 MARY HARRIS DB 2260 PG 670 & 99-E-2225 PIN: 0730545847 SONYA LEE WILSON DB 2260 PG 649 PIN: 0730457251 SAMUEL O'NEAL HARRIS DB 2764 PG 11 PIN: 0730552477 KEMP HARRIS & SHARON REEVES DB 2260 PG 670, 07-E-1184 & 07-E-1185 PIN: 0730555717 BETTY SNEED JOHN & DORA BURRELL DB 16690 PG 99 & 17-E-2471 PIN: 0730466163 30054321.67RCP24 INV 30057316.63RCP24 INV 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H x x x 627 670 620628 671 621 664 672 614622 665 673 615623 666 674 616624 667 675 677 681 680 795 792 775 765 761 826 828 832 817 679 569 787 835 837 834 836 749 747 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533534535536537538539540 545 542543544 547 546 548 796 794 793 791 790 799 789 798 788 797 779 784 785 786 774773 823 824 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722 723 724 717 725 718 726 756 755 754 753 752 751 750 748 506 733 732 731 730 728 729 821 820 819 816 815 814 813 818 829 830 831 833 638 541 519 716 715 714 713 712 478 493 492494495 501 507 510 508 509 511 504 447448 449 746 651 653 654 655 656 660 661 630 629633 499 498 500 502 682687692698704710 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 657 658 634 652 640 594 604599 609 532 465 588 759 758 757 617625 668 676 618626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 491 490 489 488 487 470471472473474475476477 483 479480481482 485 484 486 461 462 463 464 439 438 437440 460459458457456455454453 452 441442443444445446 696 695 694 690 689693691 688 686 685 684 683 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 505 503 642 659 639 637 636 589 590 591 592 597593595596 598 600 601 602 607603605606 608 610 611 612 613 662 632635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 822 800 802 801 497 450 451 809 495496 803 808 804 805 806 807 678 CBU & VISIT O R P A R K I N G C B U & V I S I T O R P A R K I N G CBU C B U X X X X X X X X R R G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRRRR R R R R R R R R R R R R R R R R R R R R R PROPOSED SCMMAE 30' PUE AL L E Y 9 STREET D CAROLINA SPRINGS BLVD ST R E E T H S T R E E T E S T R E E T E STREET F STREET J ALLEY 12 STREET K S T R E E T N STREET T STRE E T P ST R E E T Q STR E E T S AL L E Y 9 W O O D S C R E E K R D (S R 1 1 5 4 ) W O O D S C R E E K R D (S R 1 1 5 4 ) 60" RCP 239 240 241 422425426423424 84 83 215 87 214 221 213 101 236 220 212 100 235 219 211 99 91 234 218 210 98 90 233 217 97 89 232 224 216 88 223 80 85 242 238 181 182 183 177 178 179 180 172 173 174 175 176 184 188 187189 169 171 150 151 128 152 145 123 146 154 147 117 202 255 287 256 272 288 204 273 274 190 346347 166 348 341342350343351344345 378 377 358 375 357 383 382 373379 361 193 262 278 194 263 279 195 264 280 196 281 282 251 259 267 275 191 252 260 268 276 284 269 285 198 254 270 286 239 240 241 242 169 171 150 151 128 152 145 123 146 154 147 117 181 182 183 177 178 179 180 172 173 174 175 176 184 188 187189 238 272 288 204 273 274 190 346347 166 348 341342350343351344345 375 357 383 382 373379 361 193 262 278 194 263 279 195 264 280 196 281 282 251 259 267 275 191 252 260 268 276 284 269 285 198 254 270 286 202 255 287 256 80 85 84 422425426423424 83 231 215 87 230 214 237 229 221 213 101 236 228 220 212 100 235 227 219 211 99 91 234 218 98 90 233 217 97 89 232 224 216 88 223 378 377 358 404 405 406 407 408 410 411 412 413 414 419418417416 7 15 8 16 9 17 10 18 3 11 19 4 12 20 5 13 22 6 14 34 42 33 40 32 39 23 38 37 36 35 41 1 2 43 46 65 73 66 67 68 76 69 70 63 64 72 45 71 79 78 81 82 86 92 93 94 95 102 103 104 105 106 107 108 109 111 112 113 114 110 387 421 384 363 356 271 245 247 248 249 258 203 197 192 186 185 155 153 149 148 144 142141140139138137136135134132133130129127126125124119118116 77 96 226 415 420 143 120 121 122 131 250 253 283277 246 225 222 390392393395396 326 327 328 329 330 331 332 333 334 335 336 337 338 339 312313314315316317318319320321322323324325 505152 21 44 24 25 26 27 28 29 30 74 75 170 168 167243 244 201 200 199 257 261 265 266 409 385389394401400399398 381 380 376 374 372 371 370 369 368 367 366 365 364 362 360 359 353 352 349 340 310 309 306 305 304 302 301 300 299 297 296 295 294 293 292 291 290 289 298 303 307 308 311 355 354 160 156 161 164 163 165 48 115 206208207 205 47 209 49 585354555657 6059 6261 158 157 159 162 397402 391 388 386 403 427428429430431435432433434436 31 30030 0 3 0 0 30 0 3 0 5 305 290 290 295 295 30 0 TOP OF BANK 51' R/W 27' B-B SCM #10 SCM #12 RETAINING WALL #5 W/ SAFETY FENCE (DESIGN BY OTHERS) RETAINING WALL #7 W/ SAFETY FENCE RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #12 W/ SAFETY FENCE AND 10' EASEMENT CULVERT HEADWALL W/ 5' EASEMENT RE T A I N I N G W A L L # 8 W/ S A F E T Y F E N C E AN D 1 0 ' E A S E M E N T TPA (TYP) 27' B-B STREET D CAROLINA SPRINGS BLVDWO O D F I E L D D E A D E N D R D ALLEY 1 ALLEY 3 BOC R25' R/W R25' BOC R25' BOC R25' RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN FLOODWAY RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) WO O D S C R E E K R O A D PR O P O S E D 8 8 ' P U B L I C R / W SR 1 1 5 4 ST R E E T L (5 5 ' P U B L I C R O W ) RETAINING WALL #7 W/ SAFETY FENCE AND 10' EASEMENT RE T A I N I N G W A L L # 1 0 W/ S A F E T Y F E N C E RE T A I N I N G W A L L # 1 1 W / SA F E T Y F E N C E RETAINING WALL #14 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #16 W/ SAFETY FENCE AND 10' EASEMENT CULVERT HEADWALLS W/ 5' EASEMENT PH 2 - S E C T I O N 7 P H 2 - S E C T I O N 8 PH2 - S E C T I O N 1 0 PH2 - S E C T I O N 9 PH2 - S E C T I O N 1 0 PH2 - S E C T I O N 9 TOP O F B A N K TOP O F B A N K 11' 6' LE 8' SIDE SETBACK8' SIDE SETBACK 11'6' 24' RETAINING WALL #17 W/ SAFETY FENCE AND 10' EASEMENT STREE T L I G H T (TYP) SEE CROSS SECTION F ON C9.03 PH 2 - S E C T I O N 8 P H 2 - S E C T I O N 9 RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT RE T A I N I N G W A L L # 9 A W/ S A F E T Y F E N C E RETAINING WALL #21 R25' 20' MI N F R O N T SETBA C K ( T Y P ) 35' MA X F R O N T SETBA C K ( T Y P ) SC M # 1 4 EXIST I N G P O N D 6 0 " R C P 0 GRAPHIC SCALE 200 400200 1 inch = 200 ft. 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 4 . 0 0 - O V E R A L L S T O R M D R A I N A G E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 2 : 4 5 : 2 8 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 OV E R A L L D R A I N A G E P L A N C4.00 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE SCM#10 SCM#11 SCM#13 SCM#12 SCM#15 SCM#14 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 30277260.77CMP INV 10'W 7.2'H 447 448 449 461 462 463 464 439 438 437440 460459458457456455454 453 452 441442443444445446 450 451 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R 2 6 5 27 0 275 280 285 290 29 5 30 0 3 0 5 3 1 0 310 3 1 0 3 1 5 315 31 5 3 2 0 32 0 3 2 0 320 3 2 5 32 5 3 3 0 330 2 7 5 280 285 290 295 300 2 7 0 2 7 0 2 7 5 2 7 5 28 0 2 8 0 285 2 8 5 290 2 9 0 29 5 295 3 0 0 3 0 0 3 0 5 3 0 5 30 5 3 0 5 305 305 3103 1 0 310 310 3 1 0 3 1 0 3 1 5 31 5 31 5 315 3 2 0 320 3 2 0 32 0 280 280 280 285 285 285 290 290 290 295 300 305 310 315 2 9 0 29 0 295 295 295 295 3 0 0 300 AL L E Y 9 10' ASPHALT GREENWAY TRAIL (TYP) 20' PUE 30 5 3 1 0 30 1 3 0 0 29 5 3 0 1 27 5 289 288 2 8 8 29 0 2 9 5 295 3 0 5 308309 FROM PH 1 SECT. 1B -L3-/-L2- W O O D S C R E E K R O A D ( S R - 1 1 5 4 ) 2 8 0 280 2 8 0 280 2 8 0 2 8 0 285 2 8 5 285 2 8 5 285 285 29 0 290 290 2 9 0 290 2 9 0 2 9 5 295 2 9 5 295 295 300 300 3 0 0 300 305 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 305 31 0 31 0 31 0 31 0 310 31 0 31 0 310 310 310 31 5 31 5 31 5 31 5 315 315 315315 31 5 31 5 315 320 320 32 0 32 0 32 0 320 32 0 32 0 325 FLOODWAY DI-1107 1105 DI 1104 DI 1102 CB 1002 DI 1106 OUT 1101 OUT 2 7 0 2 7 0 2 7 5 28 0 28 5 29 0 29 5 300 305 310 315 32 0 3 2 5 329 329 329 329 328 32 8 325 325 320 320 315 310 290291 285 3 0 2 -L2- WOODS CR E E K R O A D ( S R - 1 1 5 4 ) STREET K AL L E Y 9 STREET K 300 300 3 0 0 30 0 3 0 5 305 290 290 295 295 30 0 2 8 0 2 8 5 290 292 2 8 3 2 8 4 DUKE ENERGY PROGRESS LLC FORMERLY FIRST CITIZENS BANK TRACT (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) DUKE LAND UNIT #1183088 PIN: 0730634462 LAND USE: STATE ASSESSED WAKE COUNTY EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS 50' GASLINE EASEMENT DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 SCM #10 20' PDE EXISTING 100 YEAR FEMA FLOOD 20' PDE PUE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PDE 20' PDE 20' PDE TPA (TYP) LE (TYP) 20' PUE EX 20' PDE EX 20' PDE EX ACCESS EASEMENT (TYP.) SCMMAE 30' PERIMETER BUFFER (TYP.) RETAINING WALL #1 W/ SAFETY FENCE AND 10' WALL EASEMENT 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING STREAM TOP OF BANK (TYP.) EXISTING STREAM TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 EXISTING 100 YEAR FEMA FLOOD RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE 10' WALL EASEMENT 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN FLOODWAY 20' PUE 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 30' PUBLIC GREENWAY EASEMENT (TYP) APPROX. LOCATION OF EXISTING GAS LINE TOP OF BANK PH2 - SECTION PH 7 PH2 - SECTION PH 6 PH2 - SECTION PH 7 PH2 - SECTION PH 6 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 20' PDE EXISTING UTILITY EASEMENT (TYP) 50' GAS LINE EASEMENT SEE CROSS SECTION F ON C9.03RETAINING WALL #21 W/ SAFETY FENCE 20' PDE 20' PDE TOP OF BANK 36" R C P 36" R C P CB - 1026 RIM: 313.56' INV. IN: 308.74' (CB - 1026A) INV. OUT: 308.54' (CB - 1025) CB - 1026A RIM: 313.63' INV. OUT: 309.01' (CB - 1026) CB - 1025A RIM: 307.29' INV. OUT: 303.25' (CB - 1025) CB - 1025 RIM: 307.26' INV. IN: 302.21' (CB - 1026) INV. IN: 302.46' (CB - 1025A) INV. OUT: 301.70' (CB - 1024A) CB - 1024A RIM: 304.13' INV. IN: 298.92' (CB - 1025) INV. OUT: 298.72' (CB - 1024)CB - 1024 RIM: 300.38' INV. IN: 293.04' (DI - 1027) INV. IN: 293.04' (CB - 1024A) INV. OUT: 292.54' (CB - 1023) CB - 1023 RIM: 300.38' INV. IN: 292.27' (CB - 1024) INV. OUT: 283.47' (FES - 1022) DI - 1027 RIM: 299.71' INV. IN: 293.52' (DI - 1039) INV. OUT: 293.32' (CB - 1024) DI - 1032 RIM: 313.70' INV. IN: 305.68' (JB - 1033) INV. OUT: 305.25' (DI - 1031) DI - 1037 RIM: 311.09' INV. IN: 306.75' (DI - 1038) INV. OUT: 306.55' (DI - 1036) DI - 1031 RIM: 308.61' INV. IN: 301.57' (DI - 1032) INV. OUT: 301.16' (DI - 1030) DI - 1036 RIM: 307.20' INV. IN: 302.75' (DI - 1037) INV. OUT: 302.50' (DI - 1035) DI - 1030 RIM: 306.29' INV. IN: 297.52' (DI - 1031) INV. OUT: 297.02' (DI - 1029A) DI - 1029 RIM: 301.63' INV. IN: 292.97' (DI - 1029A) INV. OUT: 282.78' (FES - 1028) DI - 1039 RIM: 300.78' INV. IN: 294.87' (DI - 1035) INV. IN: 294.87' (JB - 1039A) INV. OUT: 294.37' (DI - 1027) FES - 1028 RIM: 285.06' INV. IN: 281.64' (DI - 1029) JB - 1033 RIM: 312.59' INV. OUT: 306.37' (DI - 1032) FES - 1022 RIM: 286.21' INV. IN: 282.79' (CB - 1023) DI - 1132 RIM: 281.46' INV. IN: 278.95' (DI - 1133) INV. OUT: 278.45' (CB - 1131) DI - 1133 RIM: 286.36' INV. IN: 281.45' (DI - 1134) INV. OUT: 280.45' (DI - 1132) RIM: 292.51' INV. IN: 288.61' (DI - 1135) INV. OUT: 288.41' (DI - 1133) DI - 1035 RIM: 304.09' INV. IN: 299.66' (DI - 1036) INV. OUT: 299.46' (DI - 1039) RISER 10 FES 10 30 " R C P DOGHOUSE JB - 1039A RIM: 314.81' INV. OUT: 296.67' (DI - 1039) DI - 1029A RIM: 303.99' INV. IN: 295.03' (DI - 1030) INV. OUT: 295.03' (DI - 1029) 36" RCP 36" RCP36" RCP 36" RCP 36" RCP 36" R C P 3 6 " R C P 24" RCP 24" RCP 18" RCP 15 " R C P 15 " R C P 2 4 " R C P 2 4 " R C P 1 8 " R C P 18" RCP 18" RCP 15" RCP 15" RCP DI - 1038 RIM: 314.81' INV. OUT: 311.27' (DI - 1037) 15" RCP 15" RCP 18" RCP 30 2 3 0 1 REMOVE +/- 17 LF EXISTING 18" RCP, END SECTION AND RIP RAP PAD DOWNSTREAM OF NEW DOGHOUSE JB EXISTING DRAINAGE NETWORK (SEE OFFSITE ROADWAY IMPROVEMENTS PLAN BY RKA) 302 303 1 5 " R C P FES - 2052 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 4 . 0 1 - C 4 . 0 7 S T O R M D R A I N A G E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 3 : 4 9 : 1 8 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 ST O R M D R A I N A G E P L A N C4.01 SEE SHEET C4.02 FOR CONTINUATION SE E S H E E T C 4 . 0 4 F O R C O N T I N U A T I O N LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533 534 535 536 537 538 539 540 545 542 543 544 547 546 548 506 541 519 478 493 492494495 501 507 510 508 509 511 504 499 498 500 502 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 532 465 491 490 489 488 487 470 471 472 473 474 475 476 477 483 479 480 481 482 485 484 486 505 503 497 496 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R 2 7 0 2 7 5 2 8 0 285 2 8 5 290 2 9 0 29 5 295 SS SS SS SS SS SS 275 2 7 5 280 2 8 0 285 285 285 285 285 2 8 5 290 290 290 290 290 290 290 290 2 9 0 295 2 9 5 2 7 0 2 7 0 2 7 5 2 7 5 2 7 5 27 5 27 5275 2 7 5 2 7 5 2 8 0 2 8 0 280 28 0 2 8 0 28 0 280 280 28 5 28 5 28 5 28 5 285 285 285 285 285 285 2 9 0 29 0 29 0 2 9 0 29 0 29 0 290 290 290 290 2 9 0 290 2 9 0 290 290 290 295 295 29 5 295295 295295 295 295 295 295 2 9 5 29 5 29 5 295 295 295 29 5 29 5 295 3 0 0 30 0 30 0 300 3 0 0 30 0 300 3 0 0 3 0 0 300 30 5 30 5 3 0 5 30 5 305 3 0 5 30 5 305 30 5 30 5 3 0 5 305 3 0 5 30 5 305 305 310310310310310310 310 31031031 0 310 31 0 310 3 1 0 310 31 0 31 0 3 1 0 310 3 1 5 3 1 5 315 315 315 3 1 5 3 1 5 315 31 5 315 320 32032 0320 32 0 3 2 0 3 2 5 3 2 5 32 5 32 5 325 325 2 4 + 7 9 . 4 3 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 LP: 18+94.6 8 HP: 22+79.77 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+96.52 HP : 1 8 + 1 5 . 0 7 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+52.07 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 LP : 1 0 + 7 6 . 4 7 HP : 2 1 + 7 1 . 7 2 LP : 2 2 + 8 3 . 7 5 2 9 5 3 0 0 3 0 5 3 1 0 3 1 5 3 2 0 2 8 5 2 9 0 2 9 5 3 0 0 3 0 5 3 1 0 3 2 0 290 2 7 5 28 0 28 5 PROPOSED TPA EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER STREET F ALLEY 12 S T R E E T E STREET J STREET F STREET F ALLEY 8 ST R E E T G 10' ASPHALT GREENWAY TRAIL (TYP) 20' PUE 28 3 283 2 8 5 2 7 7 2 7 8 275 27 5 289 288 2 8 8 29 0 2 9 5 295 3 0 5 308309 2 9 4 2 9 4 32 5 29 3 2 8 7 28 7 2 8 7 2 8 8 288 2 8 2 2 8 6 FROM PH 1 SECT. 1B300 305 S T R E E T E TO P O F B A N K TOP OF BANK 100 YEAR PROPOSED FLOODPLAN RISER 11 FES 11 FES 13 RISER 13 60" RCP 239 240 241 236 235 234 233 232 242 238 239 240 241 242 238 231 230 237 229 236 228 235 227 234 233 232 239 240 241 238 231 230 237 229 236 228 235 227 234 233 232 226226 225 225 S T R E E T E STREET J STREET J ALLEY 12 29 1 29 2 3 1 1 3 1 1 32 1 3 2 1 2 8 3 2 9 6 2 9 0 2 8 9 2 8 5 2 7 2 281 275 280 273 286 286 280 279 289 293 287 282 309 322 315314 300 30 0 3 0 0 30 0 3 0 5 305 290 290 295 295 30 0 2 8 5 290 292 2 8 3 2 8 4 276 270 27 0 275 27 5 275 275 2 7 5 275 2 7 5 2 7 5 27 5 280 28 0 280 280 280 2 8 0 280 280 2 8 0 2 8 0 28 0 285 285 285 280 2 8 0 2 8 5 2 8 5 28 0 28 5 2 7 0 2 7 5 2 8 0 2 8 5 2 9 0 2 7 0 2 7 5 2 7 5 27 5 2 8 0 2 8 0 28 0 28 5 283 283 293293294 292 285 280 288 285 287 293294 300 305 310 315 315 320 3 0 0 3 0 5 3 1 0 3 1 5 32 0 32 2 32 3 3 0 0 3 0 5 3 0 5 3 0 5 3 1 0 3 1 5 3 2 0 32 0 32 0 3 0 0 3 0 5 3 0 5 3 0 5 3 1 0 3 1 0 3 1 0 3 1 5 32 0 32 5 290 2 8 1 EXISTING WETLANDS EXISTING WETLANDS SCM #13 SCM #11 20' DE EXISTING 100 YEAR FEMA FLOOD SCMMAE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 10' WALL EASEMENT 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR LOCAL PROPOSED FLOODPLAIN 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PUE 20' PDE 20' PDE TPA (TYP) 20' PUE SCMMAE VWDE 20' PDE BOC R25' R/W R25' RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE 10' WALL EASEMENT FLOODWAY 20' PDE RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) VWDE (TYP) VWDE (TYP) VWDE (TYP) SCMMAE 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 20' PRIVATE GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 10' ASPHALT GREENWAY 30' PUBLIC GREENWAY EASEMENT (TYP) APPROX. LOCATION OF EXISTING GAS LINE CULVERT HEADWALLS W/ 5' EASEMENT 20' PUE PH2 - SECTION PH 8 PH2 - SECTION PH 7 PH2 - SECTION PH 7 PH2 - SECTION PH 6 PH2 - SECTION PH 7 PH2 - SECTION PH 6 20' DE 20' PDE 15' PRIVATE GREENWAY TRAIL EASEMENT (TYP) LE (TYP) LE (TYP) 50' GAS LINE EASEMENT 20' PDE CULVERT HEADWALL W/ 30' EASEMENT RETAINING WALL #18 W/ SAFETY FENCE RETAINING WALL #19 W/ SAFETY FENCE RETAINING WALL #20 W/ SAFETY FENCE TOP OF BANK 6 0 " R C P DI - 1032 RIM: 313.70' DI - 1031 RIM: 308.61' INV. IN: 301.57' (DI - 1032) DI - 1030 RIM: 306.29' DI - 1029 RIM: 301.63' INV. IN: 292.97' (DI - 1029A) INV. OUT: 282.78' (FES - 1028) JB - 1033 RIM: 312.59' INV. OUT: 306.37' (DI - 1032) INV. OUT: 292.59' (DI - 1419A) CB - 1112 RIM: 318.12' INV. OUT: 313.47' (CB - 1111) CB - 1111 RIM: 316.99' INV. IN: 312.53' (CB - 1112) INV. OUT: 312.53' (CB - 1110) CB - 1157 RIM: 318.16' INV. OUT: 312.05' (CB - 1156) CB - 1150 RIM: 309.56' INV. IN: 305.49' (CB - 1151) INV. OUT: 305.49' (CB - 1149) CB - 1110 RIM: 311.51' INV. IN: 306.78' (CB - 1111) INV. IN: 306.14' (CB - 1115) INV. OUT: 306.72' (CB - 1109) CB - 1115 RIM: 311.64' INV. OUT: 308.29' (CB - 1110) DI - 1120 RIM: 311.37' INV. IN: 307.62' (DI - 1121) INV. OUT: 307.00' (DI - 1119) CB - 1151 RIM: 310.87' INV. OUT: 305.92' (CB - 1150) CB - 1156 RIM: 311.23' INV. IN: 305.37' (CB - 1157) INV. OUT: 305.12' (CB - 1155) CB - 1148 RIM: 303.61' INV. IN: 299.50' (CB - 1149) INV. OUT: 299.25' (CB - 1146) CB - 1149 RIM: 304.71' INV. IN: 300.10' (CB - 1150) INV. OUT: 299.90' (CB - 1148) CB - 1109 RIM: 303.98' INV. IN: 299.41' (CB - 1110) INV. IN: 298.93' (CB - 1114) INV. OUT: 298.82' (CB - 1108) CB - 1114 RIM: 304.31' INV. OUT: 301.11' (CB - 1109) DI - 1119 RIM: 304.42' INV. IN: 300.11' (DI - 1120) INV. OUT: 300.03' (DI - 1118) CB - 1155 RIM: 304.00' INV. IN: 298.00' (CB - 1156) INV. OUT: 298.00' (CB - 1154) CB - 1146 RIM: 298.36' INV. IN: 293.44' (CB - 1148) INV. IN: 293.86' (CB - 1147) INV. OUT: 292.92' (CB - 1144) CB - 1147 RIM: 299.05' INV. OUT: 294.26' (CB - 1146) CB - 1154 RIM: 298.40' INV. IN: 291.98' (CB - 1155) INV. OUT: 291.48' (CB - 1153) CB - 1108 RIM: 297.47' INV. IN: 291.50' (CB - 1109) INV. IN: 292.04' (CB - 1116) INV. OUT: 291.20' (CB - 1107) CB - 1116 RIM: 297.74' INV. OUT: 294.21' (CB - 1108) DI - 1118 RIM: 297.83' INV. IN: 293.42' (DI - 1119) INV. OUT: 293.10' (DI - 1117) CB - 1145 RIM: 295.21' INV. OUT: 287.64' (CB - 1144) CB - 1144 RIM: 294.29' INV. IN: 286.50' (CB - 1146) INV. IN: 287.25' (CB - 1145) INV. OUT: 286.00' (CB - 1143) CB - 1106 RIM: 293.60' INV. IN: 285.31' (CB - 1107) INV. OUT: 285.11' (CB - 1105) CB - 1104 RIM: 289.86' INV. IN: 284.18' (DI - 1117) INV. IN: 284.06' (CB - 1105) INV. OUT: 283.09' (CB - 1103) CB - 1153 RIM: 294.45' INV. IN: 287.45' (CB - 1154) INV. OUT: 287.45' (CB - 1152) CB - 1107 RIM: 293.48' INV. IN: 285.78' (CB - 1108) INV. OUT: 285.62' (CB - 1106) CB - 1152 RIM: 293.62' INV. IN: 287.25' (CB - 1153) INV. OUT: 287.25' (CB - 1143) CB - 1103 RIM: 289.86' INV. IN: 282.55' (CB - 1104) INV. OUT: 282.35' (JB - 1102) CB - 1105 RIM: 292.56' INV. IN: 284.85' (CB - 1106) INV. OUT: 284.65' (CB - 1104) DI - 1117 RIM: 294.14' INV. IN: 286.54' (DI - 1118) INV. OUT: 286.41' (CB - 1104) CB - 1140 RIM: 285.76' INV. IN: 279.88' (CB - 1159) INV. IN: 278.33' (CB - 1141) INV. IN: 279.38' (DI - 1158) INV. OUT: 277.88' (CB - 1128) CB - 1128 RIM: 282.70' INV. IN: 276.30' (CB - 1129) INV. IN: 276.30' (CB - 1140) INV. OUT: 276.10' (JB - 1127) CB - 1129 RIM: 282.71' INV. IN: 276.70' (CB - 1130) INV. OUT: 276.50' (CB - 1128) CB - 1130 RIM: 282.87' INV. IN: 277.51' (CB - 1131) INV. OUT: 277.01' (CB - 1129) JB - 1127 RIM: 282.73' INV. IN: 274.66' (CB - 1128) INV. IN: 274.66' (DI - 1180) INV. OUT: 274.46' (FES - 1126) FES - 1126 RIM: 277.50' INV. IN: 274.09' (JB - 1127) JB - 1102 RIM: 288.37' INV. IN: 276.65' (CB - 1103) INV. IN: 283.93' (DI - 1102A) INV. OUT: 276.45' (DI - 1101) CB - 1131 RIM: 282.93' INV. IN: 277.84' (DI - 1132) INV. OUT: 277.64' (CB - 1130) FES - 1100 RIM: 277.92' INV. IN: 274.50' (DI - 1101) DI - 1180 RIM: 280.22' INV. OUT: 275.24' (JB - 1127) CB - 1141 RIM: 290.80' INV. IN: 284.50' (CB - 1142) INV. OUT: 284.40' (CB - 1140) CB - 1142 RIM: 292.66' INV. IN: 284.83' (CB - 1143) INV. OUT: 284.72' (CB - 1141) CB - 1143 RIM: 292.80' INV. IN: 285.40' (CB - 1144) INV. IN: 286.89' (CB - 1152) INV. OUT: 285.20' (CB - 1142) DI - 1132 RIM: 281.46' INV. IN: 278.95' (DI - 1133) INV. OUT: 278.45' (CB - 1131) DI - 1133 RIM: 286.36' INV. IN: 281.45' (DI - 1134) INV. OUT: 280.45' (DI - 1132) DI - 1134 RIM: 292.51' INV. IN: 288.61' (DI - 1135) INV. OUT: 288.41' (DI - 1133) DI - 1135 RIM: 297.44' INV. IN: 293.81' (DI - 1136) INV. OUT: 293.61' (DI - 1134) DI - 1136 RIM: 301.64' INV. IN: 298.03' (DI - 1137) INV. OUT: 297.83' (DI - 1135) DI - 1137 RIM: 308.04' INV. IN: 304.10' (DI - 1138) INV. OUT: 303.69' (DI - 1136) DI - 1138 RIM: 317.10' INV. IN: 311.16' (DI - 1139) INV. OUT: 311.16' (DI - 1137) DI - 1139 RIM: 320.28' INV. OUT: 318.03' (DI - 1138) CB - 1159 RIM: 286.18' INV. OUT: 280.21' (CB - 1140) DI - 1101 RIM: 279.92' INV. IN: 275.22' (JB - 1102) INV. OUT: 275.03' (FES - 1100) DI - 1121 RIM: 318.22' INV. OUT: 314.51' (DI - 1120) DI - 1158 RIM: 282.31' INV. IN: 279.75' (DI - 1158A) INV. OUT: 279.55' (CB - 1140) CB - 1348A RIM: 287.05' INV. OUT: 283.90' (CB - 1348) CB - 1347A RIM: 287.05' INV. OUT: 283.61' (CB - 1347) CB - 1348 RIM: 287.05' INV. IN: 283.87' (CB - 1348A) INV. OUT: 283.67' (CB - 1347) CB - 1347 RIM: 287.05' INV. IN: 283.53' (CB - 1348) INV. IN: 283.59' (CB - 1347A) INV. OUT: 283.27' (CB - 1346) INV. IN: 279.80' (CB - 1313) INV. OUT: 279.30' (FES - 1311) FES - 1311 RIM: 283.50' INV. IN: 279.00' (CB - 1312) CB - 1346 RIM: 288.73' INV. IN: 282.73' (CB - 1347) INV. OUT: 282.63' (CB - 1312) RISER 12 FES 12 3 0 " R C P DI - 1029A RIM: 303.99' INV. IN: 295.03' (DI - 1030) INV. OUT: 295.03' (DI - 1029) 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 18" RCP 24 " R C P 30 " R G R C P 36 " R G R C P 36" RGRCP 36 " R G R C P 36" RGRCP 36" RCP 1 5 " R C P 18 " R C P 15" RCP DI - 1158A RIM: 292.49' INV. OUT: 280.79' (DI - 1158) DI - 1102B RIM: 292.27' INV. OUT: 288.83' (DI - 1102A) 1 5 " R C P 36" R G R C P 36" R G R C P 1 5 " R C P 36" RCP 36" RCP 18" RCP 2 4 " R C P 18" RCP 24 " R C P 2 4 " R C P 24" RCP 15 " R C P 18" RCP 15 " R C P 18" RCP 1 5 " R C P 15" RCP 15" R C P 15" RCP 15" RCP 15" RCP 1 8 " R C P 18" RCP 15" R C P 18" RCP 24" RCP 1 5 " R C P 30 " R C P 30" RCP 30" R C P 2 4 " R C P 24" R C P 24" RCP 18" RCP 18" RCP 15" RCP DI - 1102A RIM: 289.82' INV. IN: 284.31' (DI - 1102B) INV. OUT: 284.11' (JB - 1102) 48" R C P 42" R C P 1 8 " R C P 1 8 " R C P 15" RCP 30 " R C P 30" RCP 1 5 " R C P 1 5 " R C P FES - 2051 FES - 2052 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 4 . 0 1 - C 4 . 0 7 S T O R M D R A I N A G E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 3 : 5 3 : 3 2 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SE E S H E E T C 4 . 0 4 F O R C O N T I N U A T I O N SEE SHEET C4.01 FOR CONTINUATION ST O R M D R A I N A G E P L A N C4.02 SEE SHEET C4.03 FOR CONTINUATION LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 627 670 620 628 671 621 664 672 614 622 665 673 615623 666 674 616624 667 675 677 681 680 679 569 638 716 715 714 713 712 651 653 654 655 656 660 661 630 629633 682 687692 698 704 710 657 658 634 652 640 594 604 599 609 588 617 625 668 676 618 626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 696 695 694 690 689693691 688 686 685 684 683 642 659 639 637 636 589 590 591 592 597 593 595 596 598 600 601 602 607603605606 608 610 611 612 613 662 632 635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 678 X X X X X X X X X X X X X X X X X X X X R R R R R R R R R R R R R R R R R R SS SS SS SS 275 2 7 5 280 2 8 0 2 8 5 285 285 285 285 285 285 285 285 2 8 5 285 285 290 290 2 9 0 290 290 290 29 0 290 290 290290290 290 290 290 290 290 2 9 0 290 290 290 290 29 0 295 295 295 295 29 5 295 2 9 5 29 5 295 295 295 295 29 5 295 2 9 5 295 2 9 5 295 29 5 30 0 300 300 3003 0 0 3 0 0 30 0 30 0 300 300 30 0 30 0 3 0 0 300 30 0 3 0 0 3003003003 0 0 300 30 0 30 0 30 0 3 0 0 305305305305 30 5 305 305305 305 305 305 305 30 5 30 5 30 5 31 0 3 1 0 310 31 0 31 0 31 0 310 310 310 3 1 0 3 1 0 31 5 315 315 31 5 3 1 5 31 5 31 5 3 1 5 31 5 3 1 5 315 31 5 3 1 5 3 1 5 315 320 32 0 3 2 0 3 2 0 32 0 32 0 32 0 320 32 0 320 320 320325325325 325325 32 5 3 3 0 330 330 330 285 285 285 285 2 9 0 290 290 290 295 295 29 5 300 30 5 305 305 310 315 320 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 PI : 2 0 + 0 6 . 5 2 10 + 0 0 11 + 0 0 12 + 0 0 12 + 7 1 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 10 + 0 0 11 + 0 0 12 + 0 0 1 3 + 0 0 14 + 0 0 15 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 HP : 1 5 + 7 7 . 9 1 HP : 1 5 + 3 8 . 4 9 LP: 18+94.6 8 HP: 11+67.51 CB - 1280 RIM: 314.83' INV. IN: 295.59' () INV. IN: 309.47' (CB - 1276) INV. OUT: 295.39' (DI - 1281) DI - 1281 RIM: 315.07' INV. IN: 309.15' (DI - 1265) INV. IN: 294.17' (CB - 1280) INV. OUT: 293.97' (DI - 1269) DI - 1254 RIM: 313.78' INV. IN: 310.40' (DI - 1254A) INV. IN: 312.72' (DI - 1254D) INV. OUT: 310.20' (DI - 1253) CB - 1250 RIM: 317.07' INV. IN: 312.27' (CB - 1251) INV. IN: 312.27' (CB - 1266) INV. OUT: 312.07' () CB - 1251 RIM: 317.40' INV. OUT: 312.55' (CB - 1250) DI - 1253 RIM: 312.41' INV. IN: 308.23' (DI - 1254) INV. IN: 312.03' (DI - 1253A) INV. OUT: 308.03' () DI - 1265 RIM: 313.42' INV. OUT: 309.98' (DI - 1281) CB - 1266 RIM: 321.20' INV. IN: 317.23' (CB - 1267) INV. OUT: 315.25' (CB - 1250) CB - 1267 RIM: 321.21' INV. OUT: 317.50' (CB - 1266) DI - 1268 RIM: 315.18' INV. IN: 310.54' (DI - 1272) INV. OUT: 310.34' () DI - 1264 RIM: 311.62' INV. OUT: 306.96' (DI - 1263) DI - 1263 RIM: 303.65' INV. IN: 298.44' (DI - 1264) INV. OUT: 298.36' (DI - 1262) DI - 1262 RIM: 296.59' INV. IN: 290.85' (DI - 1263) INV. OUT: 290.10' (DI - 1261) FES - 1260 RIM: 289.23' INV. IN: 286.89' (DI - 1261) DI - 1261 RIM: 292.77' INV. IN: 288.60' (DI - 1262) INV. OUT: 288.10' (FES - 1260) JB - 1202 RIM: 299.07' INV. IN: 291.79' (DI - 1269) INV. OUT: 288.60' (FES - 1201) FES - 1201 RIM: 292.68' INV. IN: 287.64' (JB - 1202) 290 2 7 5 280 280 28 0 28 5 285 30' HOLLY SPRINGS FLOODWAY EXISTING 100 YEAR FEMA FLOOD DI - 1269 RIM: 315.73' INV. IN: 293.21' (DI - 1281) INV. OUT: 293.01' (JB - 1202) DI - 1274 RIM: 322.23' INV. OUT: 318.11' (DI - 1273) DI - 1272 RIM: 317.69' INV. IN: 313.40' (DI - 1273) INV. OUT: 313.20' (DI - 1268) ST R E E T H S T R E E T E CAROLINA SPRINGS BLVD. ST R E E T L STREET D STREET D RETAINING WALL RETAINING WALL 3 1 5 3 2 0 2 8 7 28 7 2 8 7 2 8 8 288 316 2 8 6 2 8 7 29 5 29 5 290291292293294 2 9 6 296 3 2 2 315 312 320319315314 310309 305300301 320 317 TO SCM 12 TO SCM 12 TO SCM 12 FROM PH 1 SECT. 5 S T R E E T E TO P O F B A N K TOP OF BANK 100 YEAR PROPOSED FLOODPLAN FES 13 RISER 13 239 240 241 242 238 239 240 241 242 238 239 240 241 242 238 223 404 405 406 407 404 405 406 407 243 243 244 244 401 401 400 400 399 399 398 398 397 402 397402 403 403 435 432433434436 435 432433434436 316 2 9 6 2 9 5 296 32 2 3 2 2 3 2 0 3 1 6 32 2 323323323 30 0 3 0 0 300300 3 0 0 3 0 0 30 5 30 5 31 0 31 0 31 0 31 0 31 5 31 5 320 32 0 32 0 325 273 286 286 280 279 289 293 287 282 31 731 2 31 3 275 275 280 280 280 285 285 285 280 2 8 5 28 0 28 5 293294 300 305 310 315 315 320 296 300 MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER SCMMAE SCM #12 SCM #13 RETAINING WALL #5 W/ SAFETY FENCE (DESIGN BY OTHERS) RETAINING WALL #7 W/ SAFETY FENCE FLOODWAY SCMMAE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN LE (TYP.) 20' PUE 10' WALL EASEMENT 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PDE 30' DE 20' PUE 20' PDE 20' DE 20' PDE 30' DE 30' DE 20' PDE 10' WALL EASEMENT (TYP) LE (TYP) VWDE VWDE VAR. WALL EASEMENT VAR. WALL EASEMENT RETAINING WALL #6 W/ SAFETY FENCE (DESIGN BY OTHER) VWDE 20' PDE VWDE TEMPORARY EXISTING STORM EASEMENT FROM PHASE 1 TO BE ABANDONED IN PHASE 2 30' HOLLY SPRINGS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER 20' PDE RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) VWDE VWDE 20' PDE 20' PDE ST R E E T L (5 5 ' P U B L I C R O W ) CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT) STREET D (55' PUBLIC ROW) 20' PDE 30' WIDE GREENWAY EASEMENT 30' PUBLIC MULTI-USE TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL TOP OF BANK 20' PDE 20' PDE 20' PDE RETAINING WALL #7 W/ SAFETY FENCE AND 10' EASEMENT TOP O F B A N K TOP O F B A N K EXISTING WALL LE (TYP.) END OF ROAD MARKERS (TYP.) (PER HS353) RETAINING WALL #19 W/ SAFETY FENCE TOP OF BANK 6 0 " R C P DI - 1120 RIM: 311.37' INV. IN: 307.62' (DI - 1121) INV. OUT: 307.00' (DI - 1119) DI - 1119 RIM: 304.42' DI - 1121 RIM: 318.22' INV. OUT: 314.51' (DI - 1120) CB - 1326 RIM: 309.93' INV. IN: 305.46' (CB - 1327) INV. OUT: 305.21' (CB - 1325) CB - 1339 RIM: 317.12' INV. OUT: 308.88' (CB - 1338) DI-1342 RIM: 310.33' INV. IN: 310.04' (DI-1342A) INV. OUT: 305.18' (DI-1341) DI-1335 RIM: 301.60' INV. IN: 294.29' (DI-1336) INV. OUT: 294.07' (CB-1331) CB-1332 RIM: 296.68' INV. IN: 291.51' (DI-1333) INV. OUT: 291.31' (CB-1331) CB-1331 RIM: 296.68' INV. IN: 291.17' (CB-1332) INV. IN: 292.00' (DI-1335) INV. OUT: 290.92' (CB-1323) CB-1323 RIM: 299.87' INV. IN: 290.35' (CB-1331) INV. OUT: 290.15' (CB - 1322) DI-1334 RIM: 294.55' INV. OUT: 292.29' (DI-1333) CB - 1320 RIM: 300.05' INV. IN: 289.11' (CB - 1321) INV. OUT: 288.41' (CB - 1319) CB - 1336 RIM: 293.22' INV. IN: 285.03' (DI - 1342) INV. OUT: 284.83' (CB - 1315) CB - 1313 RIM: 289.58' INV. IN: 280.50' (CB - 1314) INV. OUT: 280.00' (CB - 1312) CB - 1325 RIM: 301.84' INV. IN: 297.33' (CB - 1328) INV. IN: 297.08' (CB - 1326) INV. OUT: 296.58' (CB - 1317) CB - 1327 RIM: 310.87' INV. OUT: 305.86' (CB - 1326) CB - 1328 RIM: 302.78' INV. OUT: 297.99' (CB - 1325) CB - 1348A RIM: 287.05' INV. OUT: 283.90' (CB - 1348) CB - 1347A RIM: 287.05' INV. OUT: 283.61' (CB - 1347) CB - 1314 RIM: 291.56' INV. IN: 281.80' (CB - 1315) INV. OUT: 281.30' (CB - 1313) CB - 1348 RIM: 287.05' INV. IN: 283.87' (CB - 1348A) INV. OUT: 283.67' (CB - 1347) CB - 1347 RIM: 287.05' INV. IN: 283.53' (CB - 1348) INV. IN: 283.59' (CB - 1347A) INV. OUT: 283.27' (CB - 1346) CB - 1324 RIM: 308.18' INV. IN: 300.00' (CB - 1330) INV. IN: 299.95' (CB - 1338) INV. OUT: 299.75' (CB - 1322) CB - 1338 RIM: 316.18' INV. IN: 308.00' (CB - 1339) INV. OUT: 307.75' (CB - 1324) CB - 1322 RIM: 301.21' INV. IN: 293.55' (CB - 1324) INV. IN: 289.92' (CB-1323) INV. OUT: 289.72' (CB - 1321) CB - 1317 RIM: 295.89' INV. IN: 289.97' (CB - 1325) INV. IN: 286.30' (CB - 1318) INV. OUT: 286.10' (CB - 1316) CB - 1316 RIM: 295.89' INV. IN: 285.81' (CB - 1317) INV. OUT: 284.70' (CB - 1315) CB - 1315 RIM: 293.22' INV. IN: 284.70' (CB - 1336) INV. IN: 283.45' (CB - 1316) INV. OUT: 282.95' (CB - 1314) CB - 1319 RIM: 297.34' INV. IN: 291.00' (CB - 1350) INV. IN: 291.78' (DI - 1340) INV. IN: 287.55' (CB - 1320) INV. OUT: 287.35' (CB - 1318) DI - 1340 RIM: 295.13' INV. IN: 291.97' (DI-1341) INV. IN: 294.06' (DI-1340A) INV. OUT: 291.97' (CB - 1319) CB - 1321 RIM: 301.20' INV. IN: 289.53' (CB - 1322) INV. OUT: 289.33' (CB - 1320) CB - 1350 RIM: 297.31' INV. IN: 292.00' (DI - 1351) INV. OUT: 291.80' (CB - 1319) CB - 1312 RIM: 289.58' INV. IN: 282.41' (CB - 1346) INV. IN: 279.80' (CB - 1313) INV. OUT: 279.30' (FES - 1311) CB - 1330 RIM: 309.01' INV. OUT: 300.50' (CB - 1324) DI - 1345 RIM: 316.42' INV. OUT: 309.95' (DI-1336) DI-1336 RIM: 308.72' INV. IN: 302.05' (DI - 1345) INV. OUT: 301.84' (DI-1335) DI - 1351 RIM: 295.80' INV. OUT: 294.03' (CB - 1350) DI - 1342 RIM: 291.07' INV. IN: 285.82' (DI - 1352) INV. OUT: 285.62' (CB - 1336) FES - 1311 RIM: 283.50' INV. IN: 279.00' (CB - 1312) CB - 1276 RIM: 315.08' INV. IN: 309.93' (CB - 1277) INV. OUT: 309.74' (CB - 1280) CB - 1277 RIM: 316.06' INV. IN: 311.93' (CB - 1279) INV. OUT: 311.65' (CB - 1276) CB - 1278 RIM: 317.33' INV. OUT: 312.79' (CB - 1279) CB - 1279 RIM: 317.33' INV. IN: 312.38' (CB - 1278) INV. OUT: 312.27' (CB - 1277) DI-1341 RIM: 302.20' INV. IN: 297.02' (DI-1342) INV. IN: 301.65' (DI-1341A) INV. OUT: 296.82' (DI - 1340) CB - 1346 RIM: 288.73' INV. IN: 282.73' (CB - 1347) INV. OUT: 282.63' (CB - 1312) DI-1333 RIM: 296.27' INV. IN: 291.97' (DI-1334) INV. OUT: 291.77' (CB-1332) RISER 12 FES 12 3 0 " R C P 15" RCP 15" RCP 54" RCP 54 " R C P 54" RCP 54 " R C P 15" RCP 54" RCP 15" RCP 15 " R C P 15" RCP 15 " R C P 15" RCP 15 " R C P 15" RCP DI - 1254C RIM: 321.53' INV. OUT: 316.16' (DI - 1254A) DI - 1254B RIM: 316.40' INV. OUT: 312.96' (DI - 1254A) DI - 1254D RIM: 319.84' INV. OUT: 314.87' (DI - 1254) DI - 1253A RIM: 317.16' INV. OUT: 313.75' (DI - 1253) 1 5 " R C P 15" RCP 1 5 " R C P 15" RCP 15" RCP 24 " R C P 24" R C P 1 5 " R C P 18" RCP 1 5 " R C P 24" RCP 30 " R C P 30 " R C P 15" RCP 15" RCP 1 5 " R C P 3 6 " R C P 3 6 " R C P 48" R C P 42" R C P 1 8 " R C P 1 8 " R C P 15" RCP 15" RCP 18" RCP 3 0 " R C P 3 0 " R C P 18" R C P 15 " R C P DI-1340A RIM: 302.66' INV. OUT: 296.42' (DI - 1340) 18" RCP DI-1341A RIM: 309.41' INV. OUT: 304.16' (DI-1341) 15 " R C P 18" RCP 15 " R C P DI-1342A RIM: 317.78' INV. OUT: 312.59' (DI-1342) 1 5 " R C P 18" RCP 1 5 " R C P 18" RCP 24 " R C P 2 4 " R C P 24" R C P 3 0 " R C P 24 " R C P 15" RCP 15" RCP 15" RCP15" RCP 15" R C P 15" RCP 15" RCP 18" RCP 18" RCP 18" RCP 1 5 " R C P 18" RCP 15 " R C P 15" RCP 30 " R C P 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 4 . 0 1 - C 4 . 0 7 S T O R M D R A I N A G E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 3 : 5 6 : 0 2 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SEE SHEET C4.02 FOR CONTINUATION SE E S H E E T C 4 . 0 5 F O R C O N T I N U A T I O N SE E S H E E T C 4 . 0 4 F O R C O N T I N U A T I O N ST O R M D R A I N A G E P L A N C4.03 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL T O P O F B A N K 30' HOLLY SPRINGS CAPE FEAR BUFFER T O P O F B A N K DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> G 30 1 6 8 30 5 . 5 5 RC P 1 8 I N V 30 1 6 9 30 6 . 8 4 RC P 1 8 I N V 50 6 26 0 . 4 3 CM P 8 4 30 2 7 6 26 0 . 7 6 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 7 7 26 0 . 7 7 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 8 0 26 0 . 6 3 CM P I N V 1 0 ' W 7 . 2 ' H 749 747 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722723 724 717 725 718726 756 755 754 753 752 751 750 748 733 732 731 730 728 729 746 G G G G G 275 280 28 5 265 265 265 265 270 270 2 7 5 275 275 280 280 28 0 280 280 285 285 28 5 28 5 2 8 5 285 285 290 290 2 9 0 29 0 290 290 290 290 295 295 2 9 5 2 9 5 295 295 295 295 30 0 300 3 0 0 3 0 0 300 30 0 300 300 30 5 3 0 5 3 0 5 30 5 3 0 5 305 3 1 0 3 1 0 3 1 5 3 1 5 3 2 0 32 0 29 0 29 0 295 2 9 5 2 9 5 2 9 5 300 30 0 30 0 300 30 5 3 0 5 310 31 0 31 5 31 5 294 301 305 3 0 4 304304 30 4 3 1 4 310311 306 300 313314 315 310 315316 308309 305 30 4 306 307 308 294 297 285284 282283 287 295293294 315 3 1 9 320 319 316 308 310 270 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18 + 0 0 1 9 + 0 0 L P : 1 0 + 1 2 . 1 8 H P : 1 3 + 8 3 . 5 3 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 275 S T R E E T T STREET N EXISTING 100 YEAR FEMA FLOODPLAIN 277 -L 3 - / - L 2 - W O O D S C R E E K R O A D ( S R - 1 1 5 4 ) -L3 - W O O D S C R E E K R O A D ( S R - 1 1 5 4 ) -L3- WO O D S C R E E K R O A D ( S R - 1 1 5 4 ) -L3- WO O D S C R E E K R O A D ( S R - 1 1 5 4 ) STREET N S T R E E T N RETAINING WALL 270 275 280 285 290 295 300 30 5 31 0 315 3 1 5 31 5 32 0 32 5 312 313 3 1 3 316 317 317 317 316 280 RISER 14 FES 14 FES 15 28 5 318 327 321 275 280 275 280 285 290 295 300 3053 0 5 305 27 5 275 275 275 275 280 280 280280280 280 280 285 28 5 285285 285 285 285 290 290290 290 29 0 2 9 5 295 295 29 5 295 3 0 0 300 300 3 0 0 300 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 3 1 0 3 1 0 3 1 0 3 1 0 3 1 0 3 1 0 315 315 302 EXISTING WETLANDS EX I S T I N G W E T L A N D S 20 ' P D E VWDE 20' PUE 20' DE 20' PDE DE 20' PDE 20' PDE RETAINING WALL #8 W/ SAFETY FENCE AND 10' EASEMENT 20 ' P U E 20 ' D E 30' PUE 30' PUE SCMMAE 20' PDE 20' PDE RETAINING WALL #10 W/ SAFETY FENCE RETAINING WALL #11 W/ SAFETY FENCE PH2 - SEC T I O N 7 PH2 - SEC T I O N 8 P H 2 - S E C T I O N 1 0 P H 2 - S E C T I O N 9 P H 2 - S E C T I O N 1 0 P H 2 - S E C T I O N 9 MONUMENT EASEMENT MONUMENT WALL EXISTING WETLANDS PH2 - SEC T I O N 8 PH2 - SEC T I O N 9 RE T A I N I N G W A L L # 1 9 W/ S A F E T Y F E N C E RE T A I N I N G W A L L # 2 0 W/ S A F E T Y F E N C E RETAINING WALL #9A W/ SAFETY FENCE 289289289 315 32 0 SCM #14 2 4 " R C P 2 4 " R C P DI - 1561 RIM: 317.24' INV. OUT: 310.26' (CB - 1560) INV. OUT: 309.69' (CB - 1560) CB - 1410 RIM: 310.26' INV. IN: 295.15' (CB - 1426) INV. IN: 304.25' (CB - 1416) INV. OUT: 294.95' (CB - 1409) CB - 1409 RIM: 311.03' INV. IN: 293.97' (CB - 1410) INV. IN: 304.93' (DI - 1431) INV. OUT: 293.77' (CB - 1408) CB - 1408 RIM: 305.57' INV. IN: 293.17' (CB - 1409) INV. IN: 300.47' (CB - 1413) INV. OUT: 292.97' (CB - 1406) CB - 1407 RIM: 301.89' INV. IN: 297.22' (CB - 1427) INV. IN: 297.17' (DI - 1437) INV. OUT: 296.97' (CB - 1426A) CB - 1406 RIM: 301.97' INV. IN: 291.51' (CB - 1408) INV. IN: 297.09' (CB - 1429) INV. OUT: 291.31' (CB - 1404) CB - 1404 RIM: 297.66' INV. IN: 292.73' (CB - 1403) INV. IN: 288.95' (CB - 1406) INV. OUT: 288.45' (CB - 1402) CB - 1403 RIM: 297.56' INV. OUT: 293.00' (CB - 1404) CB - 1402 RIM: 293.61' INV. IN: 285.20' (CB - 1404) INV. IN: 287.99' (CB - 1402A) INV. OUT: 285.00' (JB - 1412) DI - 1411 RIM: 310.98' INV. OUT: 307.54' (DI - 1430) CB - 1413 RIM: 305.81' INV. OUT: 300.75' (CB - 1408) CB - 1414 RIM: 312.61' INV. IN: 305.56' (CB - 1415) INV. OUT: 305.56' (DI - 1431) CB - 1415 RIM: 312.61' INV. IN: 305.70' (DI - 1430) INV. OUT: 305.70' (CB - 1414) CB - 1416 RIM: 309.24' INV. OUT: 304.64' (CB - 1410) DI - 1417 RIM: 294.27' INV. IN: 292.06' (DI - 1424) INV. OUT: 291.86' (JB - 1412) DI - 1422 RIM: 307.87' INV. OUT: 303.60' (DI - 1436) DI - 1423 RIM: 304.73' INV. OUT: 300.69' (CB - 1426) DI - 1420 RIM: 297.35' INV. OUT: 292.59' (DI - 1419A) DI - 1419 RIM: 293.56' INV. IN: 289.27' (DI - 1419A) INV. OUT: 289.07' (DI - 1418) DI - 1418 RIM: 293.49' INV. IN: 288.56' (DI - 1419) INV. OUT: 288.36' (CB - 1402A) DI - 1424 RIM: 298.31' INV. IN: 295.54' (DI - 1435) INV. OUT: 295.34' (DI - 1417) DI - 1425 RIM: 302.20' INV. IN: 298.75' (DI - 1433) INV. OUT: 298.55' (DI - 1435) DI - 1430 RIM: 309.49' INV. IN: 306.00' (DI - 1411) INV. OUT: 305.80' (CB - 1415) DI - 1431 RIM: 310.39' INV. IN: 305.42' (CB - 1414) INV. OUT: 305.22' (CB - 1409) CB - 1426 RIM: 304.05' INV. IN: 296.32' (CB - 1426A) INV. IN: 299.43' (DI - 1423) INV. OUT: 295.82' (CB - 1410) CB - 1429 RIM: 301.85' INV. OUT: 297.36' (CB - 1406) CB - 1428 RIM: 301.41' INV. OUT: 297.69' (CB - 1427) CB - 1427 RIM: 301.55' INV. IN: 297.67' (CB - 1428) INV. OUT: 297.47' (CB - 1407) JB - 1412 RIM: 293.36' INV. IN: 282.16' (CB - 1402) INV. IN: 290.37' (DI - 1417) INV. OUT: 277.70' (FES - 1401) FES - 1401 RIM: 280.31' INV. IN: 277.43' (JB - 1412) DI - 1433 RIM: 303.84' INV. IN: 299.24' (DI - 1434) INV. OUT: 299.05' (DI - 1425) DI - 1434 RIM: 306.18' INV. OUT: 302.72' (DI - 1433) DI - 1436 RIM: 303.05' INV. IN: 298.77' (DI - 1422) INV. OUT: 298.52' (DI - 1437) DI - 1437 RIM: 302.69' INV. IN: 298.12' (DI - 1438) INV. IN: 298.12' (DI - 1436) INV. OUT: 297.92' (CB - 1407) DI - 1438 RIM: 303.23' INV. OUT: 298.94' (DI - 1437) 15" RCP 18 " R C P 1 8 " R C P 15" R C P 1 8 " R C P 15" RCP 1 5 " R C P 24" RCP 15" R C P 24" RCP 1 5 " R C P 15" RCP 15" RCP 15" RCP 1 5 " R C P 24" RCP 1 5 " R C P 24" RCP 15 " R C P 24" R C P15" R C P 3 0 " R C P 18" R C P 15" RCP 18" R C P 30" R C P 3 0 " R C P 15 " R C P 1 5 " R C P 15" R C P 15" RCP 15" RCP 15" RCP 30 " R C P DI - 1419A RIM: 294.93' INV. IN: 291.22' (DI - 1420) INV. OUT: 291.22' (DI - 1419) 15" R C P CB - 1426A RIM: 303.50' INV. IN: 296.67' (CB - 1407) INV. OUT: 296.47' (CB - 1426) 18" RCP 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 4 . 0 1 - C 4 . 0 7 S T O R M D R A I N A G E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 0 0 : 1 7 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SE E S H E E T C 4 . 0 5 F O R C O N T I N U A T I O N SEE SHEET C4.02 FOR CONTINUATIONSEE SHEET C4.03 FOR CONTINUATION ST O R M D R A I N A G E P L A N C4.04 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL FLOODWAY TPA 30' HOLLY SPRINGS CAPE FEAR BUFFER FLOODWAY 30' PUE EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 x x x x G 795 792 775 765 761 826 828 832 817 787 835 837 834 836 796 794 793 791 790 799 789 798 788 797 779 784 785 786774 773 823 824 821 820 819 816 815 814 813 818 829 830 831 833 759 758 757 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 822 800 802 801 808 803 804 805 806 807 809 CBU & VI S I T O R P A R K I N G CBU10 + 0 0 11+00 12+0 0 13+ 0 0 14 + 0 0 1 5 + 0 0 1 6 + 0 0 1 6 + 4 6 . 1 7 10 + 0 0 11 + 0 0 12 + 0 0 13+ 0 0 14+0 0 15+0 0 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+73.81 HP: 10+6 1 . 0 0 STREET Q STRE E T P STR E E T S -L3- WOO D S C R E E K R O A D (SR-1154) STREET Q ST R E E T P STREET P EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R / W (BM 2 0 1 9 P G 1 7 7 9 ) 125' D U K E E N E R G Y T R A N S M I S S I O N LINE R / W R E S E R V A T I O N (BM 2 0 1 9 P G 1 7 7 9 ) 325 330 335 34 0 340 345 345 34 6 346 28 0 28 5 290 2 9 0 29 0 2 9 5 295 295 29 5 295 295 295 300 3 0 0 30 0 300 300 3 0 0 300 3 0 5 30 5305 305305 30 5 3 0 5 30 5 30 5 3 0 5 3 0 5 305305305 305 305 305 3 0 5 30 5 3 0 5 30 5 30 5 305 31 0 31 0 310 3 1 0 310 310 3 1 0 315 315 315 31 5 3 1 5 3 1 5 31 5 320 3 2 0 320 32 0 3 2 0 32 0 32 0 32 5 325 325 3 2 5 3 2 5 3 2 5 325 33 0 33 0 33 0 330 33 0 335 33 5 33 5 3 3 5 335 33 5 3 3 5 335 3 3 5 34 0 340 340 340 3 4 0 340 340 34 0 3 4 0 345 3 4 5 345 345 3 4 5 350 350 350 3 5 0 31 5 320 325 330 335 3 0 5 312 320 3 0 9 305 32 3 RISER 15 FES 15 30 9 30 9 309 31 7 333 33 5 3 3 5 3 3 1 333 33 2 332 3 1 2 32 1 335 34 0 33 5 34 0 31 5 31 5 31 5 3 2 0 3 2 0 3 2 0 3 2 5 3 3 0 3 3 5 34 0 345 3 2 0 3 2 5 3 3 0 303 3 2 1 310 309 3 1 7 3 2 1 3 2 0 3 2 5 307308 310 292 292 290 285 31 8 3 2 7 3 2 1 34 0 3 3 5 3 3 0 SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ EX I S T I N G W E T L A N D S EXISTING WETLANDS EXISTING WETLANDS 30 ' P U E SCM #15 EXISTING POND RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #12 W/ SAFETY FENCE AND 10' EASEMENT CULVERT HEADWALL W/ 5' EASEMENT 20 ' P R I V A T E G R E E N W A Y EA S E M E N T ( T Y P ) RETAINING WALL #14 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #16 W/ SAFETY FENCE AND 10' EASEMENT PH2 - S E C T I O N 1 0 11' 6' LE 8' SIDE SETBACK8' SIDE SETBACK 11'6' 24' RETAINING WALL #17 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #21 317 295294 299 302 303304 30330 4 297 309 323 3 3 5 340 31 2 3 0 2 28 9 28 9 28 9 310 3 1 5 32 0 24" RCP 24" RC P CB - 1537 RIM: 340.51' INV. IN: 333.67' (DI - 1547) INV. OUT: 333.67' (CB - 1536) CB - 1536 RIM: 341.89' INV. IN: 333.48' (CB - 1537) INV. OUT: 333.48' (DI - 1535) CB - 1534 RIM: 338.56' INV. IN: 332.57' (DI - 1535) INV. IN: 333.32' (CB - 1552) INV. OUT: 332.57' (CB - 1531) CB - 1532 RIM: 319.27' INV. IN: 313.20' (CB - 1533) INV. OUT: 313.00' (CB - 1529) CB - 1533 RIM: 326.06' INV. IN: 320.20' (DI - 1544) INV. OUT: 320.00' (CB - 1532) CB - 1531 RIM: 336.02' INV. IN: 327.19' (CB - 1534) INV. IN: 327.94' (CB - 1554) INV. OUT: 327.19' (CB - 1530) CB - 1530 RIM: 330.86' INV. IN: 324.00' (CB - 1531) INV. IN: 326.10' (DI - 1539) INV. OUT: 323.80' (CB - 1528) CB - 1529 RIM: 319.16' INV. IN: 312.70' (CB - 1532) INV. IN: 312.80' (CB - 1556) INV. OUT: 312.41' (CB - 1527) CB - 1528 RIM: 323.78' INV. IN: 317.49' (CB - 1530) INV. IN: 318.22' (DI - 1538) INV. OUT: 317.29' (CB - 1525) CB - 1527 RIM: 315.38' INV. IN: 309.34' (CB - 1529) INV. OUT: 309.18' (CB - 1523) DI - 1559 RIM: 314.82' INV. OUT: 311.32' (DI - 1558) CB - 1525 RIM: 324.01' INV. IN: 315.00' (CB - 1528) INV. OUT: 312.00' (CB - 1508) CB - 1508 RIM: 322.72' INV. IN: 309.00' (CB - 1525) INV. IN: 308.00' (CB - 1509) INV. OUT: 307.00' (CB - 1507) CB - 1523 RIM: 313.29' INV. IN: 305.53' (CB - 1527) INV. IN: 305.58' (CB - 1563) INV. OUT: 304.50' (CB - 1521) CB - 1521 RIM: 311.50' INV. IN: 302.45' (CB - 1523) INV. OUT: 301.94' (CB - 1518) CB - 1518 RIM: 310.12' INV. IN: 299.12' (CB - 1519) INV. IN: 300.41' (CB - 1521) INV. OUT: 299.12' (CB - 1506) CB - 1519 RIM: 310.12' INV. IN: 299.25' (CB - 1520) INV. OUT: 299.26' (CB - 1518) CB - 1520 RIM: 309.70' INV. IN: 299.46' (CB - 1513) INV. IN: 302.19' (CB - 1546) INV. OUT: 299.46' (CB - 1519) CB - 1503 RIM: 308.69' INV. IN: 296.90' (CB - 1522) INV. IN: 294.26' (CB - 1506) INV. OUT: 294.06' (DI - 1502) CB - 1506A RIM: 307.90' INV. IN: 298.77' (CB - 1507) INV. OUT: 298.28' (CB - 1506) CB - 1506 RIM: 307.90' INV. IN: 298.00' (CB - 1506A) INV. IN: 295.17' (CB - 1518) INV. IN: 302.93' (DI - 1558B) INV. OUT: 294.67' (CB - 1503) CB - 1514 RIM: 305.79' INV. OUT: 300.40' (CB - 1513) CB - 1513 RIM: 305.79' INV. IN: 300.05' (CB - 1514) INV. OUT: 300.05' (CB - 1520) CB - 1554 RIM: 335.54' INV. IN: 328.38' (DI - 1555) INV. OUT: 328.18' (CB - 1531) CB - 1509 RIM: 317.86' INV. IN: 308.95' (CB - 1560) INV. OUT: 308.75' (CB - 1508) CB - 1563 RIM: 313.23' INV. IN: 307.97' (DI - 1564) INV. OUT: 305.80' (CB - 1523) CB - 1507 RIM: 309.79' INV. IN: 300.95' (CB - 1508) INV. IN: 302.62' (CB - 1541) INV. OUT: 300.60' (CB - 1506A) DI - 1502 RIM: 306.97' INV. IN: 293.00' (CB - 1503) INV. OUT: 292.50' (JB - 1501) DI - 1544 RIM: 327.51' INV. OUT: 322.15' (CB - 1533) DI - 1539 RIM: 331.75' INV. OUT: 327.47' (CB - 1530) DI - 1558 RIM: 310.54' INV. IN: 306.32' (DI - 1559) INV. OUT: 306.11' (DI - 1558A) DI - 1538 RIM: 324.79' INV. OUT: 319.38' (CB - 1528) DI - 1564 RIM: 312.68' INV. OUT: 309.04' (CB - 1563) CB - 1560 RIM: 317.06' INV. IN: 309.64' (DI - 1561) INV. IN: 309.50' (CB - 1562) INV. OUT: 309.30' (CB - 1509) DI - 1546A RIM: 309.61' INV. IN: 303.35' (DI - 1548) INV. OUT: 303.15' (CB - 1546) DI - 1547 RIM: 340.13' INV. OUT: 335.39' (CB - 1537) DI - 1561 RIM: 317.24' INV. OUT: 310.26' (CB - 1560) DI - 1535 RIM: 337.81' INV. IN: 332.92' (CB - 1536) INV. OUT: 332.72' (CB - 1534) CB - 1552 RIM: 338.62' INV. OUT: 333.59' (CB - 1534) DI - 1555 RIM: 331.99' INV. OUT: 328.56' (CB - 1554) CB - 1556 RIM: 332.35' INV. IN: 326.53' (DI - 1557) INV. OUT: 326.53' (CB - 1529) DI - 1557 RIM: 330.12' INV. OUT: 327.48' (CB - 1556) DI - 1550 RIM: 317.14' INV. IN: 312.98' (DI - 1550A) INV. OUT: 312.80' (DI - 1558A) DI - 1548 RIM: 307.82' INV. OUT: 303.83' (DI - 1546A) CB - 1546 RIM: 310.56' INV. IN: 302.61' (DI - 1546A) INV. OUT: 302.41' (CB - 1520) CB - 1522 RIM: 308.65' INV. OUT: 297.35' (CB - 1503) JB - 1501 RIM: 302.73' INV. IN: 287.70' (DI - 1502) INV. IN: 300.32' (DI - 1560) INV. OUT: 287.50' (FES - 1500) FES - 1500 RIM: 286.56' INV. IN: 285.00' (JB - 1501) CB - 1562 RIM: 316.33' INV. OUT: 309.69' (CB - 1560) DI - 1560 RIM: 312.00' INV. OUT: 309.02' (JB - 1501) 3 0 " R C P 42" R C P 15" RCP 15 " R C P 15" R C P 15" R C P 42 " R C P 36" R C P 36" R C P 30 " R C P 30" R C P 1 5 " R C P 1 5 " R C P 30" RCP 24 " R C P 24" R C P 15" R C P 15 " R C P 24" R C P 15 " R C P 15" RCP 15" R C P DI - 1550A RIM: 329.13' INV. OUT: 313.12' (DI - 1550) 15" R C P 18" RCP 18 " R C P 18" RCP 30 " R C P 18" R C P DI - 1558B RIM: 307.79' INV. IN: 303.42' (DI - 1558A) INV. OUT: 303.22' (CB - 1506) 18" RCP 18" RCP 18" R C P 1 5 " R C P 18 " R C P 15 " R C P 15" RCP 15 " R C P 15 " R C P 24" RCP 2 4 " R C P 18" RCP 18" RCP18" RCP 1 8 " R C P 18" R C P 1 5 " R C P 15" R C P 1 5 " R C P 15 " R C P 15" R C P 1 8 " R C P 18" RCP 18" R C P 24" RCP CB - 1541 RIM: 310.11' INV. OUT: 304.90' (CB - 1507) 18 " R C P DI - 1558A RIM: 309.95' INV. IN: 305.96' (DI - 1558) INV. IN: 305.96' (DI - 1550) INV. OUT: 305.76' (DI - 1558B) SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 4 . 0 1 - C 4 . 0 7 S T O R M D R A I N A G E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 3 : 5 7 : 4 1 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 ST O R M D R A I N A G E P L A N C4.05 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SE E S H E E T C 4 . 0 3 F O R C O N T I N U A T I O N SEE SHEET C4.04 FOR CONTINUATION LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS RETAINING WALL EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING WETLANDS 20 ' PDE 20 ' PDE TOP OF BANK DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 STORM STRUCTURE TABLE STRUCTURE CB - 1023 CB - 1024 CB - 1024A CB - 1025 CB - 1025A CB - 1026 CB - 1026A DI - 1027 DI - 1029 DI - 1029A DI - 1030 DI - 1031 DI - 1032 DI - 1035 DI - 1036 DI - 1037 DI - 1038 DI - 1039 FES - 1022 FES - 1028 JB - 1033 JB - 1039A RIM EL 300.38 300.38 304.13 307.26 307.29 313.56 313.63 299.71 301.63 303.99 306.29 308.61 313.70 304.09 307.20 311.09 314.81 300.78 286.21 285.06 312.59 314.81 STRUCTURE IN CB - 1024 DI - 1027 CB - 1024A CB - 1025 CB - 1026 CB - 1025A CB - 1026A DI - 1039 DI - 1029A DI - 1030 DI - 1031 DI - 1032 JB - 1033 DI - 1036 DI - 1037 DI - 1038 DI - 1035 JB - 1039A CB - 1023 DI - 1029 INVERT IN 292.27 293.04 293.04 298.92 302.21 302.46 308.74 293.52 292.97 295.03 297.52 301.57 305.68 299.66 302.75 306.75 294.87 294.87 282.79 281.64 INVERT OUT 283.47 292.54 298.72 301.70 303.25 308.54 309.01 293.32 282.78 295.03 297.02 301.16 305.25 299.46 302.50 306.55 311.27 294.37 306.37 296.67 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1023 CB - 1024 CB - 1024 CB - 1024A CB - 1025 CB - 1025 CB - 1026 DI - 1027 DI - 1029 DI - 1029A DI - 1030 DI - 1031 DI - 1032 DI - 1035 DI - 1036 DI - 1037 DI - 1039 DI - 1039 FES - 1022 FES - 1028 UPSTREAM STRUCTURE CB - 1024 DI - 1027 CB - 1024A CB - 1025 CB - 1025A CB - 1026 CB - 1026A DI - 1039 DI - 1029A DI - 1030 DI - 1031 DI - 1032 JB - 1033 DI - 1036 DI - 1037 DI - 1038 JB - 1039A DI - 1035 CB - 1023 DI - 1029 SIZE 30" 24" 24" 24" 15" 18" 15" 24" 36" 36" 36" 36" 36" 18" 15" 15" 18" 18" 36" 36" LENGTH 27.01' 37.87' 158.67' 102.02' 27.17' 197.72' 27.02' 74.41' 93.80' 94.02' 92.40' 160.00' 150.90' 80.33' 120.03' 120.35' 23.54' 131.68' 64.72' 84.96' SLOPE 1.00% 0.74% 3.58% 2.73% 2.93% 3.20% 1.00% 1.13% 2.20% 2.12% 3.94% 2.30% 0.45% 3.53% 3.17% 3.75% 7.68% 3.49% 1.05% 1.34% MATERIAL RCP RCP RCP RCP RCP 18 inch RCP RCP RCP RCP RCP RCP RCP RCP 18 inch RCP RCP RCP 18 inch RCP 18 inch RCP RCP RCP DOWNSTREAM INVERT 292.27 293.04 293.04 298.92 302.46 302.21 308.74 293.52 292.97 295.03 297.52 301.57 305.68 299.66 302.75 306.75 294.87 294.87 282.79 281.64 UPSTREAM INVERT 292.54 293.32 298.72 301.70 303.25 308.54 309.01 294.37 295.03 297.02 301.16 305.25 306.37 302.50 306.55 311.27 296.67 299.46 283.47 282.78 STORM STRUCTURE TABLE STRUCTURE CB - 1103 CB - 1104 CB - 1105 CB - 1106 CB - 1107 CB - 1108 CB - 1109 CB - 1110 CB - 1111 CB - 1112 CB - 1114 CB - 1115 CB - 1116 CB - 1128 CB - 1129 CB - 1130 CB - 1131 CB - 1140 CB - 1141 RIM EL 289.86 289.86 292.56 293.60 293.48 297.47 303.98 311.51 316.99 318.12 304.31 311.64 297.74 282.70 282.71 282.87 282.93 285.76 290.80 STRUCTURE IN CB - 1104 DI - 1117 CB - 1105 CB - 1106 CB - 1107 CB - 1108 CB - 1109 CB - 1116 CB - 1110 CB - 1114 CB - 1111 CB - 1115 CB - 1112 CB - 1129 CB - 1140 CB - 1130 CB - 1131 DI - 1132 CB - 1159 CB - 1141 DI - 1158 CB - 1142 INVERT IN 282.55 284.18 284.06 284.85 285.31 285.78 291.50 292.04 299.41 298.93 306.78 306.14 312.53 276.30 276.30 276.70 277.51 277.84 279.88 278.33 279.38 284.50 INVERT OUT 282.35 283.09 284.65 285.11 285.62 291.20 298.82 306.72 312.53 313.47 301.11 308.29 294.21 276.10 276.50 277.01 277.64 277.88 284.40 STORM STRUCTURE TABLE STRUCTURE CB - 1142 CB - 1143 CB - 1144 CB - 1145 CB - 1146 CB - 1147 CB - 1148 CB - 1149 CB - 1150 CB - 1151 CB - 1152 CB - 1153 CB - 1154 CB - 1155 CB - 1156 CB - 1157 CB - 1159 DI - 1101 DI - 1102A RIM EL 292.66 292.80 294.29 295.21 298.36 299.05 303.61 304.71 309.56 310.87 293.62 294.45 298.40 304.00 311.23 318.16 286.18 279.92 289.82 STRUCTURE IN CB - 1143 CB - 1144 CB - 1152 CB - 1146 CB - 1145 CB - 1148 CB - 1147 CB - 1149 CB - 1150 CB - 1151 CB - 1153 CB - 1154 CB - 1155 CB - 1156 CB - 1157 JB - 1102 DI - 1102B INVERT IN 284.83 285.40 286.89 286.50 287.25 293.44 293.86 299.50 300.10 305.49 287.25 287.45 291.98 298.00 305.37 275.22 284.31 INVERT OUT 284.72 285.20 286.00 287.64 292.92 294.26 299.25 299.90 305.49 305.92 287.25 287.45 291.48 298.00 305.12 312.05 280.21 275.03 284.11 STORM STRUCTURE TABLE STRUCTURE DI - 1102B DI - 1117 DI - 1118 DI - 1119 DI - 1120 DI - 1121 DI - 1132 DI - 1133 DI - 1134 DI - 1135 DI - 1136 DI - 1137 DI - 1138 DI - 1139 DI - 1158 DI - 1158A DI - 1180 FES - 1100 FES - 1126 RIM EL 292.27 294.14 297.83 304.42 311.37 318.22 281.46 286.36 292.51 297.44 301.64 308.04 317.10 320.28 282.31 292.49 280.22 277.92 277.50 STRUCTURE IN DI - 1118 DI - 1119 DI - 1120 DI - 1121 DI - 1133 DI - 1134 DI - 1135 DI - 1136 DI - 1137 DI - 1138 DI - 1139 DI - 1158A DI - 1101 JB - 1127 INVERT IN 286.54 293.42 300.11 307.62 278.95 281.45 288.61 293.81 298.03 304.10 311.16 279.75 274.50 274.09 INVERT OUT 288.83 286.41 293.10 300.03 307.00 314.51 278.45 280.45 288.41 293.61 297.83 303.69 311.16 318.03 279.55 280.79 275.24 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1103 CB - 1104 CB - 1104 CB - 1105 CB - 1106 CB - 1107 CB - 1108 CB - 1108 CB - 1109 CB - 1109 CB - 1110 CB - 1110 CB - 1111 CB - 1128 CB - 1128 CB - 1129 CB - 1130 CB - 1131 CB - 1140 CB - 1140 UPSTREAM STRUCTURE CB - 1104 CB - 1105 DI - 1117 CB - 1106 CB - 1107 CB - 1108 CB - 1116 CB - 1109 CB - 1114 CB - 1110 CB - 1115 CB - 1111 CB - 1112 CB - 1140 CB - 1129 CB - 1130 CB - 1131 DI - 1132 CB - 1159 DI - 1158 SIZE 36" 24" 18" 24" 24" 24" 15" 18" 15" 18" 15" 15" 15" 36" 30" 30" 24" 24" 15" 18" LENGTH 27.00' 88.13' 40.87' 42.17' 31.00' 160.11' 31.50' 159.82' 31.32' 173.26' 31.28' 125.44' 38.65' 143.29' 5.23' 32.55' 5.13' 122.00' 32.01' 22.58' SLOPE 2.00% 0.66% 5.45% 0.61% 1.00% 3.39% 6.88% 4.58% 6.94% 4.22% 6.89% 4.59% 2.43% 1.10% 3.82% 0.95% 2.63% 0.50% 1.01% 0.74% MATERIAL RCP RCP 18 inch RCP RCP RCP RCP RCP 18 inch RCP RCP 18 inch RCP RCP RCP RCP RGRCP RGRCP RGRCP RCP RCP RCP 18 inch RCP DOWNSTREAM INVERT 282.55 284.06 284.18 284.85 285.31 285.78 292.04 291.50 298.93 299.41 306.14 306.78 312.53 276.30 276.30 276.70 277.51 277.84 279.88 279.38 UPSTREAM INVERT 283.09 284.65 286.41 285.11 285.62 291.20 294.21 298.82 301.11 306.72 308.29 312.53 313.47 277.88 276.50 277.01 277.64 278.45 280.21 279.55 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1140 CB - 1141 CB - 1142 CB - 1143 CB - 1143 CB - 1144 CB - 1144 CB - 1146 CB - 1146 CB - 1148 CB - 1149 CB - 1150 CB - 1152 CB - 1153 CB - 1154 CB - 1155 CB - 1156 DI - 1101 DI - 1102A DI - 1117 UPSTREAM STRUCTURE CB - 1141 CB - 1142 CB - 1143 CB - 1144 CB - 1152 CB - 1145 CB - 1146 CB - 1147 CB - 1148 CB - 1149 CB - 1150 CB - 1151 CB - 1153 CB - 1154 CB - 1155 CB - 1156 CB - 1157 JB - 1102 DI - 1102B DI - 1118 SIZE 36" 30" 30" 30" 24" 15" 24" 15" 18" 18" 18" 15" 24" 24" 18" 18" 15" 36" 15" 18" LENGTH 130.87' 38.71' 26.68' 42.13' 71.51' 38.81' 158.93' 39.87' 160.20' 39.53' 120.32' 43.68' 40.58' 160.17' 159.79' 175.36' 133.56' 40.72' 122.35' 153.24' SLOPE 4.63% 0.57% 1.38% 1.42% 0.50% 1.00% 4.04% 1.00% 3.62% 1.01% 4.48% 0.98% 0.50% 2.52% 3.77% 4.06% 5.00% 3.01% 3.70% 4.28% MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP 18 inch RCP 18 inch RCP 18 inch RCP RCP RCP RCP 18 inch RCP 18 inch RCP RCP RGRCP RCP 18 inch RCP DOWNSTREAM INVERT 278.33 284.50 284.83 285.40 286.89 287.25 286.50 293.86 293.44 299.50 300.10 305.49 287.25 287.45 291.98 298.00 305.37 275.22 284.31 286.54 UPSTREAM INVERT 284.40 284.72 285.20 286.00 287.25 287.64 292.92 294.26 299.25 299.90 305.49 305.92 287.45 291.48 298.00 305.12 312.05 276.45 288.83 293.10 STORM SYSTEM DATA DOWNSTREAM STRUCTURE DI - 1118 DI - 1119 DI - 1120 DI - 1132 DI - 1133 DI - 1134 DI - 1135 DI - 1136 DI - 1137 DI - 1138 DI - 1158 FES - 1100 FES - 1126 JB - 1102 JB - 1102 JB - 1127 JB - 1127 UPSTREAM STRUCTURE DI - 1119 DI - 1120 DI - 1121 DI - 1133 DI - 1134 DI - 1135 DI - 1136 DI - 1137 DI - 1138 DI - 1139 DI - 1158A DI - 1101 JB - 1127 DI - 1102A CB - 1103 DI - 1180 CB - 1128 SIZE 15" 15" 15" 18" 15" 15" 15" 15" 15" 15" 15" 36" 36" 15" 36" 36" 36" LENGTH 160.00' 160.00' 170.09' 167.00' 160.00' 174.44' 160.00' 160.00' 160.00' 241.73' 39.59' 52.54' 74.57' 17.65' 122.01' 116.72' 139.28' SLOPE 4.13% 4.31% 4.05% 0.90% 4.35% 2.87% 2.51% 3.54% 4.41% 2.84% 2.63% 1.00% 0.50% 1.00% 4.67% 0.50% 1.03% MATERIAL RCP RCP RCP 18 inch RCP RCP RCP RCP RCP RCP RCP RCP RGRCP RGRCP RCP RCP RGRCP RGRCP DOWNSTREAM INVERT 293.42 300.11 307.62 278.95 281.45 288.61 293.81 298.03 304.10 311.16 279.75 274.50 274.09 283.93 276.65 274.66 274.66 UPSTREAM INVERT 300.03 307.00 314.51 280.45 288.41 293.61 297.83 303.69 311.16 318.03 280.79 275.03 274.46 284.11 282.35 275.24 276.10 STORM STRUCTURE TABLE STRUCTURE CB - 1250 CB - 1251 CB - 1266 CB - 1267 CB - 1276 CB - 1277 CB - 1278 CB - 1279 CB - 1280 DI - 1253 DI - 1253A DI - 1254 DI - 1254A DI - 1254B DI - 1254C RIM EL 317.07 317.40 321.20 321.21 315.08 316.06 317.33 317.33 314.83 312.41 317.16 313.78 314.94 316.40 321.53 STRUCTURE IN CB - 1251 CB - 1266 CB - 1267 CB - 1277 CB - 1279 CB - 1278 CB - 1276 DI - 1254 DI - 1253A DI - 1254A DI - 1254D DI - 1254C DI - 1254B INVERT IN 312.27 312.27 317.23 309.93 311.93 312.38 295.59 309.47 308.23 312.03 310.40 312.72 313.80 311.50 INVERT OUT 312.07 312.55 315.25 317.50 309.74 311.65 312.79 312.27 295.39 308.03 313.75 310.20 311.60 312.96 316.16 STORM STRUCTURE TABLE STRUCTURE DI - 1254D DI - 1261 DI - 1262 DI - 1263 DI - 1264 DI - 1265 DI - 1268 DI - 1269 DI - 1272 DI - 1273 DI - 1274 DI - 1281 FES - 1201 FES - 1260 JB - 1202 RIM EL 319.84 292.77 296.59 303.65 311.62 313.42 315.18 315.73 317.69 320.44 322.23 315.07 292.68 289.23 299.07 STRUCTURE IN DI - 1262 DI - 1263 DI - 1264 DI - 1272 DI - 1281 DI - 1273 DI - 1274 DI - 1265 CB - 1280 JB - 1202 DI - 1261 DI - 1269 INVERT IN 288.60 290.85 298.44 310.54 293.21 313.40 316.42 309.15 294.17 287.64 286.89 291.79 INVERT OUT 314.87 288.10 290.10 298.36 306.96 309.98 310.34 293.01 313.20 316.17 318.11 293.97 288.60 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1250 CB - 1250 CB - 1266 CB - 1276 CB - 1277 CB - 1279 CB - 1280 CB - 1280 DI - 1253 DI - 1253 UPSTREAM STRUCTURE DI - 1268 CB - 1250 DI - 1253 CB - 1266 CB - 1251 CB - 1267 CB - 1277 CB - 1279 CB - 1278 CB - 1276 DI - 1253A DI - 1254 SIZE 18" 18" 15" 18" 15" 15" 15" 15" 15" 15" 54" 15" 15" LENGTH 35.23' 84.23' 87.38' 215.46' 31.47' 27.03' 96.37' 54.92' 41.00' 37.08' 315.60' 23.07' 130.63' SLOPE 2.28% 2.46% 0.36% 1.38% 0.88% 1.01% 1.79% 0.63% 1.00% 0.73% 1.00% 7.50% 1.51% MATERIAL 18 inch RCP 18 inch RCP RCP 18 inch RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP DOWNSTREAM INVERT 309.54 310.00 307.71 312.27 312.27 317.23 309.93 311.93 312.38 309.47 295.59 312.03 308.23 UPSTREAM INVERT 310.34 312.07 308.03 315.25 312.55 317.50 311.65 312.27 312.79 309.74 298.75 313.75 310.20 STORM SYSTEM DATA DOWNSTREAM STRUCTURE DI - 1254 DI - 1254 DI - 1254A DI - 1254A DI - 1261 DI - 1262 DI - 1263 DI - 1268 DI - 1269 DI - 1272 DI - 1273 DI - 1281 DI - 1281 UPSTREAM STRUCTURE DI - 1254D DI - 1254A DI - 1254B DI - 1254C DI - 1262 DI - 1263 DI - 1264 DI - 1272 DI - 1281 DI - 1273 DI - 1274 DI - 1265 CB - 1280 SIZE 15" 15" 15" 15" 24" 15" 15" 18" 54" 18" 15" 15" 54" LENGTH 26.80' 115.96' 133.84' 29.59' 37.92' 147.24' 161.94' 137.99' 76.19' 138.31' 137.81' 165.00' 122.00' SLOPE 8.00% 1.04% 1.09% 8.00% 3.96% 5.10% 5.26% 1.93% 1.00% 2.00% 1.23% 0.50% 1.00% MATERIAL RCP RCP RCP RCP RCP RCP RCP 18 inch RCP RCP 18 inch RCP RCP RCP RCP DOWNSTREAM INVERT 312.72 310.40 311.50 313.80 288.60 290.85 298.44 310.54 293.21 313.40 316.42 309.15 294.17 UPSTREAM INVERT 314.87 311.60 312.96 316.16 290.10 298.36 306.96 313.20 293.97 316.17 318.11 309.98 295.39 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 4 . 0 1 - C 4 . 0 7 S T O R M D R A I N A G E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 0 3 : 1 2 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 ST O R M D R A I N A G E T A B L E S C4.06 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 STORM STRUCTURE TABLE STRUCTURE CB-1323 CB-1331 CB-1332 CB - 1312 CB - 1313 CB - 1314 CB - 1315 CB - 1316 CB - 1317 CB - 1318 CB - 1319 CB - 1320 CB - 1321 CB - 1322 CB - 1324 CB - 1325 CB - 1326 CB - 1327 CB - 1328 CB - 1330 CB - 1336 CB - 1338 RIM EL 299.87 296.68 296.68 289.58 289.58 291.56 293.22 295.89 295.89 296.18 297.34 300.05 301.20 301.21 308.18 301.84 309.93 310.87 302.78 309.01 293.22 316.18 STRUCTURE IN CB-1331 CB-1332 DI-1335 DI-1333 CB - 1346 CB - 1313 CB - 1314 CB - 1315 CB - 1336 CB - 1316 CB - 1317 CB - 1325 CB - 1318 CB - 1319 CB - 1350 DI - 1340 CB - 1320 CB - 1321 CB - 1322 CB - 1324 CB-1323 CB - 1330 CB - 1338 CB - 1328 CB - 1326 CB - 1327 DI - 1342 CB - 1339 INVERT IN 290.35 291.17 292.00 291.51 282.41 279.80 280.50 281.80 284.70 283.45 285.81 289.97 286.30 286.80 291.00 291.78 287.55 289.11 289.53 293.55 289.92 300.00 299.95 297.33 297.08 305.46 285.03 308.00 INVERT OUT 290.15 290.92 291.31 279.30 280.00 281.30 282.95 284.70 286.10 286.60 287.35 288.41 289.33 289.72 299.75 296.58 305.21 305.86 297.99 300.50 284.83 307.75 STORM STRUCTURE TABLE STRUCTURE CB - 1339 CB - 1346 CB - 1347 CB - 1347A CB - 1348 CB - 1348A CB - 1350 DI-1333 DI-1334 DI-1335 DI-1336 DI-1340A DI-1341 DI-1341A DI-1342 DI-1342A DI - 1340 DI - 1342 DI - 1345 DI - 1351 DI - 1352 FES - 1311 RIM EL 317.12 288.73 287.05 287.05 287.05 287.05 297.31 296.27 294.55 301.60 308.72 302.66 302.20 309.41 310.33 317.78 295.13 291.07 316.42 295.80 288.44 283.50 STRUCTURE IN CB - 1347 CB - 1348 CB - 1347A CB - 1348A DI - 1351 DI-1334 DI-1336 DI - 1345 DI-1342 DI-1341A DI-1342A DI-1341 DI-1340A DI - 1352 CB - 1312 INVERT IN 282.73 283.53 283.59 283.87 292.00 291.97 294.29 302.05 297.02 301.65 310.04 291.97 294.06 285.82 279.00 INVERT OUT 308.88 282.63 283.27 283.61 283.67 283.90 291.80 291.77 292.29 294.07 301.84 296.42 296.82 304.16 305.18 312.59 291.97 285.62 309.95 294.03 286.60 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB-1323 CB-1331 CB-1331 CB-1332 CB - 1312 CB - 1312 CB - 1313 CB - 1314 CB - 1315 CB - 1315 CB - 1316 CB - 1317 CB - 1317 CB - 1318 CB - 1319 CB - 1319 CB - 1319 CB - 1320 CB - 1321 CB - 1322 UPSTREAM STRUCTURE CB-1331 DI-1335 CB-1332 DI-1333 CB - 1313 CB - 1346 CB - 1314 CB - 1315 CB - 1336 CB - 1316 CB - 1317 CB - 1318 CB - 1325 CB - 1319 CB - 1320 CB - 1350 DI - 1340 CB - 1321 CB - 1322 CB - 1324 SIZE 24" 15" 15" 15" 42" 18" 36" 36" 15" 30" 30" 30" 24" 30" 30" 18" 18" 24" 24" 18" LENGTH 90.91' 37.19' 27.00' 33.36' 26.99' 42.90' 92.67' 78.98' 27.00' 96.96' 26.96' 42.31' 132.21' 60.89' 131.18' 27.04' 32.98' 43.08' 27.00' 152.67' SLOPE 0.63% 5.58% 0.52% 0.78% 0.74% 0.50% 0.86% 1.45% 0.50% 1.29% 1.08% 0.71% 5.00% 0.90% 0.66% 2.96% 0.55% 0.51% 0.70% 4.06% MATERIAL RCP RCP RCP RCP RCP 18 inch RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP 18 inch RCP 18 inch RCP RCP RCP 18 inch RCP DOWNSTREAM INVERT 290.35 292.00 291.17 291.51 279.80 282.41 280.50 281.80 284.70 283.45 285.81 286.30 289.97 286.80 287.55 291.00 291.78 289.11 289.53 293.55 UPSTREAM INVERT 290.92 294.07 291.31 291.77 280.00 282.63 281.30 282.95 284.83 284.70 286.10 286.60 296.58 287.35 288.41 291.80 291.97 289.33 289.72 299.75 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1322 CB - 1324 CB - 1324 CB - 1325 CB - 1325 CB - 1326 CB - 1336 CB - 1338 CB - 1346 CB - 1347 CB - 1347 CB - 1348 CB - 1350 DI-1333 DI-1335 DI-1336 DI-1341 DI-1341 DI-1342 DI - 1340 UPSTREAM STRUCTURE CB-1323 CB - 1338 CB - 1330 CB - 1326 CB - 1328 CB - 1327 DI - 1342 CB - 1339 CB - 1347 CB - 1347A CB - 1348 CB - 1348A DI - 1351 DI-1334 DI-1336 DI - 1345 DI-1341A DI-1342 DI-1342A DI-1340A SIZE 24" 18" 15" 18" 15" 15" 15" 15" 18" 15" 15" 15" 15" 15" 15" 15" 15" 18" 15" 15" LENGTH 44.94' 160.00' 31.75' 162.00' 32.89' 32.89' 117.37' 32.85' 108.03' 5.74' 27.08' 5.60' 117.45' 85.00' 147.93' 160.00' 31.41' 162.04' 31.89' 29.46' SLOPE 0.51% 4.88% 1.57% 5.02% 2.03% 1.22% 0.50% 2.69% 0.50% 0.50% 0.51% 0.51% 1.73% 0.38% 5.10% 4.94% 8.00% 5.03% 8.00% 8.00% MATERIAL RCP 18 inch RCP RCP 18 inch RCP RCP RCP RCP RCP 18 inch RCP RCP RCP RCP RCP RCP RCP RCP RCP 18 inch RCP RCP RCP DOWNSTREAM INVERT 289.92 299.95 300.00 297.08 297.33 305.46 285.03 308.00 282.73 283.59 283.53 283.87 292.00 291.97 294.29 302.05 301.65 297.02 310.04 294.06 UPSTREAM INVERT 290.15 307.75 300.50 305.21 297.99 305.86 285.62 308.88 283.27 283.61 283.67 283.90 294.03 292.29 301.84 309.95 304.16 305.18 312.59 296.42 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1402 CB - 1402 CB - 1402A CB - 1404 CB - 1404 CB - 1406 CB - 1406 CB - 1407 CB - 1407 CB - 1408 CB - 1408 CB - 1409 CB - 1409 CB - 1410 CB - 1410 CB - 1414 CB - 1415 CB - 1426 CB - 1426 CB - 1426A UPSTREAM STRUCTURE CB - 1402A CB - 1404 DI - 1418 CB - 1406 CB - 1403 CB - 1429 CB - 1408 DI - 1437 CB - 1427 CB - 1413 CB - 1409 DI - 1431 CB - 1410 CB - 1416 CB - 1426 CB - 1415 DI - 1430 CB - 1426A DI - 1423 CB - 1407 SIZE 18" 30" 18" 24" 15" 15" 24" 18" 15" 15" 24" 15" 24" 15" 24" 15" 15" 18" 15" 18" LENGTH 4.89' 147.51' 68.02' 130.87' 27.00' 27.00' 97.71' 75.87' 48.54' 27.62' 120.63' 56.47' 194.84' 38.69' 134.23' 26.88' 20.82' 30.25' 93.01' 61.10' SLOPE 0.67% 2.21% 0.49% 1.80% 1.00% 1.00% 1.49% 0.98% 0.50% 1.00% 0.50% 0.50% 0.50% 1.00% 0.50% 0.50% 0.50% 0.50% 1.36% 0.50% MATERIAL 18 inch RCP RCP 18 inch RCP RCP RCP RCP RCP 18 inch RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP 18 inch RCP RCP 18 inch RCP DOWNSTREAM INVERT 287.99 285.20 288.02 288.95 292.73 297.09 291.51 297.17 297.22 300.47 293.17 304.93 293.97 304.25 295.15 305.56 305.70 296.32 299.43 296.67 UPSTREAM INVERT 288.02 288.45 288.36 291.31 293.00 297.36 292.97 297.92 297.47 300.75 293.77 305.22 294.95 304.64 295.82 305.70 305.80 296.47 300.69 296.97 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1427 DI - 1417 DI - 1418 DI - 1419 DI - 1419A DI - 1424 DI - 1425 DI - 1430 DI - 1431 DI - 1433 DI - 1435 DI - 1436 DI - 1437 DI - 1437 FES - 1401 JB - 1412 JB - 1412 UPSTREAM STRUCTURE CB - 1428 DI - 1424 DI - 1419 DI - 1419A DI - 1420 DI - 1435 DI - 1433 DI - 1411 CB - 1414 DI - 1434 DI - 1425 DI - 1422 DI - 1438 DI - 1436 JB - 1412 DI - 1417 CB - 1402 SIZE 15" 15" 18" 15" 15" 15" 15" 15" 15" 15" 15" 15" 15" 18" 30" 15" 30" LENGTH 5.38' 201.56' 79.82' 86.27' 69.13' 119.39' 59.89' 94.47' 29.47' 97.79' 60.16' 119.97' 44.59' 80.80' 46.04' 35.96' 119.53' SLOPE 0.50% 1.63% 0.64% 2.26% 1.98% 1.63% 0.50% 1.63% 0.50% 3.55% 1.44% 4.02% 1.83% 0.50% 0.59% 4.14% 2.37% MATERIAL RCP RCP 18 inch RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP 18 inch RCP RCP RCP RCP DOWNSTREAM INVERT 297.67 292.06 288.56 289.27 291.22 295.54 298.75 306.00 305.42 299.24 297.68 298.77 298.12 298.12 277.43 290.37 282.16 UPSTREAM INVERT 297.69 295.34 289.07 291.22 292.59 297.48 299.05 307.54 305.56 302.72 298.55 303.60 298.94 298.52 277.70 291.86 285.00 STORM STRUCTURE TABLE STRUCTURE CB - 1402 CB - 1402A CB - 1403 CB - 1404 CB - 1406 CB - 1407 CB - 1408 CB - 1409 CB - 1410 CB - 1413 CB - 1414 CB - 1415 CB - 1416 CB - 1426 CB - 1426A CB - 1427 CB - 1428 CB - 1429 DI - 1411 DI - 1417 RIM EL 293.61 293.61 297.56 297.66 301.97 301.89 305.57 311.03 310.26 305.81 312.61 312.61 309.24 304.05 303.50 301.55 301.41 301.85 310.98 294.27 STRUCTURE IN CB - 1404 CB - 1402A DI - 1418 CB - 1403 CB - 1406 CB - 1408 CB - 1429 CB - 1427 DI - 1437 CB - 1409 CB - 1413 CB - 1410 DI - 1431 CB - 1426 CB - 1416 CB - 1415 DI - 1430 CB - 1426A DI - 1423 CB - 1407 CB - 1428 DI - 1424 INVERT IN 285.20 287.99 288.02 292.73 288.95 291.51 297.09 297.22 297.17 293.17 300.47 293.97 304.93 295.15 304.25 305.56 305.70 296.32 299.43 296.67 297.67 292.06 INVERT OUT 285.00 288.02 293.00 288.45 291.31 296.97 292.97 293.77 294.95 300.75 305.56 305.70 304.64 295.82 296.47 297.47 297.69 297.36 307.54 291.86 STORM STRUCTURE TABLE STRUCTURE DI - 1418 DI - 1419 DI - 1419A DI - 1420 DI - 1422 DI - 1423 DI - 1424 DI - 1425 DI - 1430 DI - 1431 DI - 1433 DI - 1434 DI - 1435 DI - 1436 DI - 1437 DI - 1438 FES - 1401 JB - 1412 RIM EL 293.49 293.56 294.93 297.35 307.87 304.73 298.31 302.20 309.49 310.39 303.84 306.18 301.19 303.05 302.69 303.23 280.31 293.36 STRUCTURE IN DI - 1419 DI - 1419A DI - 1420 DI - 1435 DI - 1433 DI - 1411 CB - 1414 DI - 1434 DI - 1425 DI - 1422 DI - 1438 DI - 1436 JB - 1412 CB - 1402 DI - 1417 INVERT IN 288.56 289.27 291.22 295.54 298.75 306.00 305.42 299.24 297.68 298.77 298.12 298.12 277.43 282.16 290.37 INVERT OUT 288.36 289.07 291.22 292.59 303.60 300.69 295.34 298.55 305.80 305.22 299.05 302.72 297.48 298.52 297.92 298.94 277.70 STORM STRUCTURE TABLE STRUCTURE CB - 1503 CB - 1506 CB - 1506A CB - 1507 CB - 1508 CB - 1509 CB - 1513 CB - 1514 CB - 1518 CB - 1519 CB - 1520 CB - 1521 CB - 1522 CB - 1523 CB - 1525 CB - 1527 CB - 1528 CB - 1529 RIM EL 308.69 307.90 307.90 309.79 322.72 317.86 305.79 305.79 310.12 310.12 309.70 311.50 308.65 313.29 324.01 315.38 323.78 319.16 STRUCTURE IN CB - 1522 CB - 1506 CB - 1506A CB - 1518 DI - 1558B CB - 1507 CB - 1508 CB - 1541 CB - 1525 CB - 1509 CB - 1560 CB - 1514 CB - 1519 CB - 1521 CB - 1520 CB - 1513 CB - 1546 CB - 1523 CB - 1527 CB - 1563 CB - 1528 CB - 1529 CB - 1530 DI - 1538 CB - 1532 CB - 1556 INVERT IN 296.90 294.26 298.00 295.17 302.93 298.77 300.95 302.62 309.00 308.00 308.95 300.05 299.12 300.41 299.25 299.46 302.19 302.45 305.53 305.58 315.00 309.34 317.49 318.22 312.70 312.80 INVERT OUT 294.06 294.67 298.28 300.60 307.00 308.75 300.05 300.40 299.12 299.26 299.46 301.94 297.35 304.50 312.00 309.18 317.29 312.41 STORM STRUCTURE TABLE STRUCTURE CB - 1530 CB - 1531 CB - 1532 CB - 1533 CB - 1534 CB - 1536 CB - 1537 CB - 1541 CB - 1546 CB - 1552 CB - 1554 CB - 1556 CB - 1560 CB - 1562 CB - 1563 DI - 1502 DI - 1535 DI - 1538 RIM EL 330.86 336.02 319.27 326.06 338.56 341.89 340.51 310.11 310.56 338.62 335.54 332.35 317.06 316.33 313.23 306.97 337.81 324.79 STRUCTURE IN CB - 1531 DI - 1539 CB - 1534 CB - 1554 CB - 1533 DI - 1544 DI - 1535 CB - 1552 CB - 1537 DI - 1547 DI - 1546A DI - 1555 DI - 1557 DI - 1561 CB - 1562 DI - 1564 CB - 1503 CB - 1536 INVERT IN 324.00 326.10 327.19 327.94 313.20 320.20 332.57 333.32 333.48 333.67 302.61 328.38 326.53 309.64 309.50 307.97 293.00 332.92 INVERT OUT 323.80 327.19 313.00 320.00 332.57 333.48 333.67 304.90 302.41 333.59 328.18 326.53 309.30 309.69 305.80 292.50 332.72 319.38 STORM STRUCTURE TABLE STRUCTURE DI - 1539 DI - 1544 DI - 1546A DI - 1547 DI - 1548 DI - 1550 DI - 1550A DI - 1555 DI - 1557 DI - 1558 DI - 1558A DI - 1558B DI - 1559 DI - 1560 DI - 1561 DI - 1564 FES - 1500 JB - 1501 RIM EL 331.75 327.51 309.61 340.13 307.82 317.14 329.13 331.99 330.12 310.54 309.95 307.79 314.82 312.00 317.24 312.68 286.56 302.73 STRUCTURE IN DI - 1548 DI - 1550A DI - 1559 DI - 1558 DI - 1550 DI - 1558A JB - 1501 DI - 1502 DI - 1560 INVERT IN 303.35 312.98 306.32 305.96 305.96 303.42 285.00 287.70 300.32 INVERT OUT 327.47 322.15 303.15 335.39 303.83 312.80 313.12 328.56 327.48 306.11 305.76 303.22 311.32 309.02 310.26 309.04 287.50 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1503 CB - 1503 CB - 1506 CB - 1506 CB - 1506 CB - 1506A CB - 1507 CB - 1507 CB - 1508 CB - 1508 CB - 1509 CB - 1513 CB - 1518 CB - 1518 CB - 1519 CB - 1520 CB - 1520 CB - 1521 UPSTREAM STRUCTURE CB - 1506 CB - 1522 DI - 1558B CB - 1518 CB - 1506A CB - 1507 CB - 1541 CB - 1508 CB - 1509 CB - 1525 CB - 1560 CB - 1514 CB - 1521 CB - 1519 CB - 1520 CB - 1546 CB - 1513 CB - 1523 SIZE 36" 18" 18" 30" 30" 30" 15" 30" 15" 30" 15" 18" 24" 18" 18" 15" 18" 24" LENGTH 40.99' 5.49' 29.18' 120.52' 5.35' 68.97' 28.96' 212.81' 143.29' 38.54' 70.40' 27.00' 39.81' 26.89' 38.96' 42.04' 136.42' 119.14' SLOPE 1.00% 8.19% 1.01% 3.28% 5.18% 2.66% 7.84% 2.84% 0.52% 7.78% 0.50% 1.28% 3.84% 0.50% 0.54% 0.54% 0.44% 1.72% MATERIAL RCP 18 inch RCP 18 inch RCP RCP RCP RCP RCP RCP RCP RCP RCP 18 inch RCP RCP 18 inch RCP 18 inch RCP RCP 18 inch RCP RCP DOWNSTREAM INVERT 294.26 296.90 302.93 295.17 298.00 298.77 302.62 300.95 308.00 309.00 308.95 300.05 300.41 299.12 299.25 302.19 299.46 302.45 UPSTREAM INVERT 294.67 297.35 303.22 299.12 298.28 300.60 304.90 307.00 308.75 312.00 309.30 300.40 301.94 299.26 299.46 302.41 300.05 304.50 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1523 CB - 1523 CB - 1525 CB - 1527 CB - 1528 CB - 1528 CB - 1529 CB - 1529 CB - 1530 CB - 1530 CB - 1531 CB - 1531 CB - 1532 CB - 1533 CB - 1534 CB - 1534 CB - 1536 CB - 1537 UPSTREAM STRUCTURE CB - 1563 CB - 1527 CB - 1528 CB - 1529 DI - 1538 CB - 1530 CB - 1556 CB - 1532 DI - 1539 CB - 1531 CB - 1554 CB - 1534 CB - 1533 DI - 1544 CB - 1552 DI - 1535 CB - 1537 DI - 1547 SIZE 15" 18" 24" 18" 15" 24" 15" 18" 15" 24" 15" 24" 18" 15" 15" 18" 18" 15" LENGTH 27.18' 138.00' 27.38' 88.50' 117.05' 138.64' 202.83' 27.06' 117.19' 113.47' 43.37' 138.44' 99.94' 107.55' 27.28' 27.20' 38.67' 108.28' SLOPE 0.81% 2.64% 8.36% 3.47% 0.98% 4.55% 6.77% 1.12% 1.17% 2.81% 0.54% 3.88% 6.80% 1.82% 0.99% 0.56% 0.50% 1.59% MATERIAL RCP 18 inch RCP RCP 18 inch RCP RCP RCP RCP 18 inch RCP RCP RCP RCP RCP 18 inch RCP RCP RCP 18 inch RCP 18 inch RCP RCP DOWNSTREAM INVERT 305.58 305.53 315.00 309.34 318.22 317.49 312.80 312.70 326.10 324.00 327.94 327.19 313.20 320.20 333.32 332.57 333.48 333.67 UPSTREAM INVERT 305.80 309.18 317.29 312.41 319.38 323.80 326.53 313.00 327.47 327.19 328.18 332.57 320.00 322.15 333.59 332.72 333.67 335.39 STORM SYSTEM DATA DOWNSTREAM STRUCTURE CB - 1546 CB - 1554 CB - 1556 CB - 1560 CB - 1560 CB - 1563 DI - 1502 DI - 1535 DI - 1546A DI - 1550 DI - 1558 DI - 1558A DI - 1558A DI - 1558B FES - 1500 JB - 1501 JB - 1501 UPSTREAM STRUCTURE DI - 1546A DI - 1555 DI - 1557 CB - 1562 DI - 1561 DI - 1564 CB - 1503 CB - 1536 DI - 1548 DI - 1550A DI - 1559 DI - 1558 DI - 1550 DI - 1558A JB - 1501 DI - 1560 DI - 1502 SIZE 15" 15" 15" 15" 15" 15" 36" 18" 15" 15" 18" 18" 15" 18" 42" 15" 42" LENGTH 107.00' 36.79' 34.66' 37.11' 117.62' 107.16' 129.29' 26.05' 95.92' 27.63' 136.33' 30.14' 138.81' 86.37' 137.42' 110.95' 195.30' SLOPE 0.50% 0.50% 2.73% 0.50% 0.52% 1.00% 0.82% 2.13% 0.50% 0.50% 3.67% 0.50% 4.92% 2.71% 1.82% 7.84% 2.46% MATERIAL RCP RCP RCP RCP RCP RCP RCP 18 inch RCP RCP RCP 18 inch RCP 18 inch RCP RCP 18 inch RCP RCP RCP RCP DOWNSTREAM INVERT 302.61 328.38 326.53 309.50 309.64 307.97 293.00 332.92 303.35 312.98 306.32 305.96 305.96 303.42 285.00 300.32 287.70 UPSTREAM INVERT 303.15 328.56 327.48 309.69 310.26 309.04 294.06 333.48 303.83 313.12 311.32 306.11 312.80 305.76 287.50 309.02 292.50 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 4 . 0 1 - C 4 . 0 7 S T O R M D R A I N A G E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 : 0 4 : 3 7 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 ST O R M D R A I N A G E T A B L E S C4.07 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 3 1 5 319 3 2 0 3 1 9 3 1 6 30 8 3 1 0 2 6 5 27 0 275 280 285 290 29 5 30 0 3 0 5 3 1 0 310 3 1 0 3 1 5 315 3 1 5 3 2 0 320 3 2 0 320 3 2 5 32 5 3 3 0 330 275 280 285 290 295 300 2 7 0 2 7 0 2 7 5 2 7 5 28 0 2 8 0 285 2 8 5 290 2 9 0 295 29 5 3 0 0 3 0 0 3 0 5 3 0 5 30 5 3 0 5 305 305 3 1 0 3 1 0 310 310 3 1 0 310 31 5 3 1 5 31 5 315 3 2 0 320 3 2 0 32 0 280 285 290 295 300 305 310 315 >> > > > > > > > > >> > > > > > > > > US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 DELORES HORTON DB 8201 PG 2115 PIN: 0730652261 MATTIE HARRIS HEIRS DB 9105 PG 2362 & 16-E-2429 PIN: 0730644708 MARY HARRIS DB 2260 PG 670 & 99-E-2225 PIN: 0730545847 SONYA LEE WILSON DB 2260 PG 649 PIN: 0730457251 SAMUEL O'NEAL HARRIS DB 2764 PG 11 PIN: 0730552477 KEMP HARRIS & SHARON REEVES DB 2260 PG 670, 07-E-1184 & 07-E-1185 PIN: 0730555717 BETTY SNEED JOHN & DORA BURRELL DB 16690 PG 99 & 17-E-2471 PIN: 0730466163 30054321.67RCP24 INV 30057316.63RCP24 INV 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H x x x 627 670 620628 671 621 664 672 614622 665 673 615623 666 674 616624 667 675 677 681 680 795 792 775 765 761 826 828 832 817 679 569 787 835 837 834 836 749 747 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533534535536537538 539540 545 542543544 547 546 548 796 794 793 791 790 799 789 798 788 797 779 784 785 786 774773 823 824 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722 723 724 717 725 718 726 756 755 754 753 752 751 750 748 506 733 732 731 730 728 729 821 820 819 816 815 814 813 818 829 830 831 833 638 541 519 716 715 714 713 712 478 493 492494495 501 507 510 508 509 511 504 447 448 449 746 651 653 654 655 656 660 661 630 629633 499 498 500 502 682687692698704710 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 657 658 634 652 640 594 604599 609 532 465 588 759 758 757 617625 668 676 618626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 491 490 489 488 487 470471472473474475476477 483 479480481482 485 484 486 461 462 463 464 439 438 437440 460459458457456455454453452 441442443444445446 696 695 694 690 689693691 688 686 685 684 683 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 505 503 642 659 639 637 636 589 590 591 592 597593595596 598 600 601 602 607603605606 608 610 611 612 613 662 632635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 822 800 802 801 497 450 451 809 495496 803 808 804 805 806 807 678 CBU & VISIT O R P A R K I N G C B U & V I S I T O R P A R K I N G CBU CB U X X X X X X X X R R G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRRRR R R R R R R R R R R R R R R R R R R R R R PROPOSED SCMMAE 30' PUE AL L E Y 9 STREET D CAROLINA SPRINGS BLVD ST R E E T H S T R E E T E S T R E E T E STREET F STREET J ALLEY 12 STREET K S T R E E T N STREET T STRE E T P ST R E E T Q STR E E T S AL L E Y 9 W O O D S C R E E K R D (S R 1 1 5 4 ) W O O D S C R E E K R D (S R 1 1 5 4 ) 60" RCP 239 240 241 422425426423424 84 83 215 87 214 221 213 101 236 220 212 100 235 219 211 99 91 234 218 210 98 90 233 217 97 89 232 224 216 88 223 80 85 242 238 181 182 183 177 178 179 180 172 173 174 175 176 184 188 187189 169 171 150 151 128 152 145 123 146 154 147 117 202 255 287 256 272 288 204 273 274 190 346347 166 348 341342350343351344345 378 377 358 375 357 383 382 373379 361 193 262 278 194 263 279 195 264 280 196 281 282 251 259 267 275 191 252 260 268 276 284 269 285 198 254 270 286 239 240 241 242 169 171 150 151 128 152 145 123 146 154 147 117 181 182 183 177 178 179 180 172 173 174 175 176 184 188 187189 238 272 288 204 273 274 190 346347 166 348 341342350343351344345 375 357 383 382 373379 361 193 262 278 194 263 279 195 264 280 196 281 282 251 259 267 275 191 252 260 268 276 284 269 285 198 254 270 286 202 255 287 256 80 85 84 422425426423424 83 231 215 87 230 214 237 229 221 213 101 236 228 220 212 100 235 227 219 211 99 91 234 218 98 90 233 217 97 89 232 224 216 88 223 378 377 358 404 405 406 407 408 410 411 412 413 414 419418417416 7 15 8 16 9 17 10 18 3 11 19 4 12 20 5 13 22 6 14 34 42 33 40 32 39 23 38 37 36 35 41 1 2 43 46 65 73 66 67 68 76 69 70 63 64 72 45 71 79 78 81 82 86 92 93 94 95 102 103 104 105 106 107 108 109 111 112 113 114 110 387 421 384 363 356 271 245 247 248 249 258 203 197 192 186 185 155 153 149 148 144 142141140139138137136135134132133130129127126125124119118116 77 96 226 415 420 143 120 121 122 131 250 253 283277 246 225 222 390392393395396 326 327 328 329 330 331 332 333 334 335 336 337 338 339 312313314315316317318319320321322323324325 505152 21 44 24 25 26 27 28 29 30 74 75 170 168 167243 244 201 200 199 257 261 265 266 409 385389394401400399398 381 380 376 374 372 371 370 369 368 367 366 365 364 362 360 359 353 352 349 340 310 309 306 305 304 302 301 300 299 297 296 295 294 293 292 291 290 289 298 303 307 308 311 355 354 160 156 161 164 163 165 48 115 206208207 205 47 209 49 585354555657 6059 6261 158 157 159 162 397402 391 388 386 403 427428429430431435432433434436 31 30030 0 3 0 0 30 0 3 0 5 305 290 290 295 295 30 0 TOP OF BANK 51' R/W 27' B-B SCM #10 SCM #12 SCM #13 SCM #11 SCM #15 EXISTING POND RETAINING WALL #5 W/ SAFETY FENCE (DESIGN BY OTHERS) RETAINING WALL #7 W/ SAFETY FENCE RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #12 W/ SAFETY FENCE AND 10' EASEMENT CULVERT HEADWALL W/ 5' EASEMENT RE T A I N I N G W A L L # 8 W/ S A F E T Y F E N C E AN D 1 0 ' E A S E M E N T TPA (TYP) 27' B-B STREET D CAROLINA SPRINGS BLVDWO O D F I E L D D E A D E N D R D ALLEY 1 ALLEY 3 BOC R25' R/W R25' BOC R25' BOC R25' 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN FLOODWAY RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) WO O D S C R E E K R O A D PR O P O S E D 8 8 ' P U B L I C R / W SR 1 1 5 4 ST R E E T L (5 5 ' P U B L I C R O W ) 8' W I D E A S P H A L T GR E E N W A Y T R A I L 20 ' P R I V A T E G R E E N W A Y EA S E M E N T ( T Y P ) EX I S T I N G 1 0 0 Y E A R FE M A F L O O D P L A I N TP A ( T Y P ) 30 ' H O L L Y S P R I N G S C A P E FE A R B U F F E R FL O O D W A Y EX I S T I N G 1 0 0 Y E A R F E M A FL O O D P L A I N 6" R W M T O B E I N S T A L L E D WI T H E 5 1 P R O J E C T 20 - 0 9 - P S S 16 " D I P W A T E R M A I N T O B E I N S T A L L E D WI T H E 5 1 P R O J E C T RETAINING WALL #7 W/ SAFETY FENCE AND 10' EASEMENT RE T A I N I N G W A L L # 1 0 W/ S A F E T Y F E N C E RE T A I N I N G W A L L # 1 1 W / SA F E T Y F E N C E RETAINING WALL #14 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #16 W/ SAFETY FENCE AND 10' EASEMENT CULVERT HEADWALLS W/ 5' EASEMENT PH 2 - S E C T I O N 7 P H 2 - S E C T I O N 8 PH2 - S E C T I O N 1 0 PH2 - S E C T I O N 9 PH2 - S E C T I O N 1 0 PH2 - S E C T I O N 9 TOP O F B A N K TOP O F B A N K 11' 6' LE 8' SIDE SETBACK8' SIDE SETBACK 11'6' 24' RETAINING WALL #17 W/ SAFETY FENCE AND 10' EASEMENT SCM #14 STREE T L I G H T (TYP) SEE CROSS SECTION F ON C9.03 PH 2 - S E C T I O N 8 P H 2 - S E C T I O N 9 RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT RE T A I N I N G W A L L # 9 A W/ S A F E T Y F E N C E RETAINING WALL #21 R25' 20' MI N F R O N T SETBA C K ( T Y P ) 35' MA X F R O N T SETBA C K ( T Y P ) SC M # 1 4 POND 6 0 " R C P 0 GRAPHIC SCALE 200 400200 1 inch = 200 ft. 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 5 . 0 0 - O V E R A L L G R A D I N G . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 2 : 3 0 : 0 6 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 OV E R A L L G R A D I N G P L A N C5.00 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE SCM#10 SCM#11 SCM#13 SCM#12 SCM#15 SCM#14 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 275 275 2 7 5 275 280 280 280 280 285 285 285 285 290 290 290 290 295 295 295 295 295 295 2 9 5 2 9 5 295 295 300 300 300300 300 300 3 0 0 300 300 300 305 30 5 30 5 305 305305 30530 5 3 0 5 3 0 5 305305 305 3 0 5 3053 0 5 305 305 3 1 0 310 310 3 1 0 3 1 0 310 310 31 0 31 0 31 0 3 1 0 31 0 310 310 3 1 5 315 31 5 315 3 1 5 31 5 315 32 0 3 2 0 32 0 320 3 2 5 3 2 5 32 5 32 5 2 7 0 2 7 0 2 7 5 28 0 28 5 29 0 29 5 300 305 310 315 32 0 3 2 5 329 329 329 329 328 32 8 325 325 320 320 315 310 290291 285 285 285 285 2 8 5 290 290 29 0 2 9 0 295 29 5 295 295 29 5 29 5 300 300 3 0 0 300 300 3 0 0 30 0 305 305305 305 3 0 5 30 5 3 0 5 3 1 0 310 310 310 31 0 310 31 5 3 1 5 315 315 315 3 1 5 2 9 0 2 9 5 300 300 305 310 310 295 295295 295 29 5 295 2 9 5 300 300 300 30 0 30 0 3 0 0 305 30 5 3 0 5 305 30 5 305 31 0 310 3 1 0 3 1 0 310 3 1 0 31 5 31 5 315 3 1 5 31 5 315 3 1 5 2 9 5 300 315 285 285 285 2 8 5 290 290 290 290 2 9 0 295 2 9 5 295 295 295 2 9 5 29 5 3 0 0 30 0 30 0 300 30 0 3 0 0 30 0 300 2 9 0 300 30277260.77CMP INV 10'W 7.2'H 447 448 449 461 462 463 464 439 438 437440 460459458457456455454 453 452 441442443444445446 450 451 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SSSS CB - 1026 CB - 1026A CB - 1025A CB - 1025 CB - 1024A CB - 1024 CB - 1023 DI - 1027 DI - 1032 DI - 1037 DI - 1031 DI - 1036 DI - 1030 DI - 1029 DI - 1039 DI - 1132 DI - 1133 DI - 1134 FES - 1028 JB - 1033 STRE E T K AL L E Y 9 10' ASPHALT GREENWAY TRAIL (TYP) 20' PUE 27 0 27 5 28 0 28 5 2 9 0 2 9 5 3 0 0 3 0 5 3 1 0 3 1 5 285 290 295 280 285 290 295 27 5 280 2 9 0 295 30 0 30 5 3 1 0 30 1 3 0 0 29 5 3 0 1 27 5 289 288 2 8 8 29 0 2 9 5 295 3 0 5 3 1 0 31 0 FROM PH 1 SECT. 1B -L3-/-L2- W O O D S C R E E K R O A D ( S R - 1 1 5 4 ) FES - 1022 2 8 0 280 2 8 0 280 2 8 0 2 8 0 285 2 8 5 285 2 8 5 285 285 29 0 290 290 2 9 0 290 2 9 0 2 9 5 295 2 9 5 295 295 300 300 3 0 0 300 305 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 305 31 0 31 0 31 0 31 0 310 31 0 31 0 310 310 310 31 5 31 5 31 5 31 5 315 315 315 315 31 5 31 5 315 320 320 32 0 32 0 32 0 3 2 0 32 0 32 0 325 FLOODWAY DI-1107 1105 DI 1104 DI 1102 CB 1002 DI 1106 OUT 1101 OUT 3 0 2 -L2- WOODS CR E E K R O A D ( S R - 1 1 5 4 ) STREET K AL L E Y 9 STREET K 305 2 8 0 2 8 5 290 292 275 2 7 5 2 8 0 2 8 5 ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECB ECBECBECBECBECBECBECBECBECBECB ECB ECB ECB ECB 289.60287.90286.60285.40284.90284.80285.40 DI - 1035 RISER 10 FES 10 30 " R C P 275 2 8 0 280276277 2 7 8 2 7 9 2 8 1 281 DI - 1029A DI - 1038 JB - 1039A 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00L P : 1 0 + 6 9 . 7 5 BW= 302.87 TW= 302.87 BW= 302.54 TW= 306.47 BW= 302.13 TW= 310.29 BW= 314.02 TW= 314.02 BW= 273.00 TW= 280.11 BW= 279.06 TW= 279.06 BW= 271.00 TW= 271.00 BW= 286.10 TW= 286.10 BW= 293.69 TW= 293.69 BW= 292.31 TW= 296.48 BW= 289.63 TW= 293.65 GFE= 304.60 GFE= 305.70 GFE= 306.80 GFE= 307.60 GFE= 309.10 GFE= 310.20 GFE= 311.40 GFE= 312.60 GFE= 313.11 GFE= 315.30 GFE= 317.20 GFE= 319.10 GFE= 320.80 GFE= 321.80 GFE= 321.80 GFE= 320.80 GFE= 319.20 GFE= 317.20 GFE= 315.30 GFE= 313.80 GFE= 312.60 GFE= 311.40 GFE= 310.20 GFE= 308.70GFE= 307.20GFE= 305.60 GFE= 304.10 GFE= 302.80 BW= 301.97 TW= 301.97 BW= 300.89 TW= 300.89 BW= 299.41 TW= 301.31 BW= 287.06 TW= 287.71 DUKE ENERGY PROGRESS LLC FORMERLY FIRST CITIZENS BANK TRACT (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) DUKE LAND UNIT #1183088 PIN: 0730634462 LAND USE: STATE ASSESSED WAKE COUNTY EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS TOP OF BANK 50' GASLINE EASEMENT DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 SCM #10 20' PDE EXISTING 100 YEAR FEMA FLOOD 20' PDE PUE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PDE 20' PDE 20' PDE TPA (TYP) LE (TYP) 20' PUE EX 20' PDE EX 20' PDE EX ACCESS EASEMENT (TYP.) SCMMAE 30' PERIMETER BUFFER (TYP.) RETAINING WALL #1 W/ SAFETY FENCE AND 10' WALL EASEMENT 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING STREAM TOP OF BANK (TYP.) EXISTING STREAM TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 EXISTING 100 YEAR FEMA FLOOD RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE 10' WALL EASEMENT 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN FLOODWAY 20' PUE 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 30' PUBLIC GREENWAY EASEMENT (TYP) APPROX. LOCATION OF EXISTING GAS LINE TOP OF BANK PH2 - SECTION PH 7 PH2 - SECTION PH 6 PH2 - SECTION PH 7 PH2 - SECTION PH 6 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 20' PDE EXISTING UTILITY EASEMENT (TYP) 50' GAS LINE EASEMENT SEE CROSS SECTION F ON C9.03RETAINING WALL #21 W/ SAFETY FENCE 20' PDE 20' PDE 295 3 1 0 300 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 5 . 0 1 - C 5 . 0 6 G R A D I N G . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 1 9 : 3 7 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GR A D I N G P L A N C5.01 SEE SHEET C5.02 FOR CONTINUATION SE E S H E E T C 5 . 0 4 F O R C O N T I N U A T I O N LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 295 295 295 300 285 290 290 SS 285 285 2 8 5 285 285 285285 285 29 0 290 29 0 290 29 0 290 290 295 295 295 29 5 295 29 5 29 5 2 9 5 3 0 0 300 300 300 30 0 300 305 305 3 0 5 305 3 0 5 305 310 310 310 3 1 0 3 1 5 3 1 5 31 5 315 295 295 295 295 29 5 295295 295 300 300 3 0 0 300 30 0 300 30 5 305 30 5 3 0 5 30 5 305 3 1 0 310 3 1 0 315 3 1 5 31 5 28 5 290 2 9 5 285285 285 285 28 5 285 285 290 290 290 29 0 290 290 285 290 295 295 295 29 5 295 2 9 5 295 30 0 30 0 3 0 0 3 0 0 300 30 0 30 0 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533 534 535 536 537 538 539 540 545 542 543 544 547 546 548 506 541 519 478 493 492494495 501 507 510 508 509 511 504 499 498 500 502 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 532 465 491 490 489 488 487 470 471 472 473 474 475 476 477 483 479 480 481 482 485 484 486 505 503 497 496 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS CB - 1112 CB - 1111 CB - 1157 CB - 1150 CB - 1110 CB - 1115 DI - 1120 CB - 1151 CB - 1156 CB - 1148 CB - 1149 CB - 1109 CB - 1114 DI - 1119 CB - 1155 CB - 1146 CB - 1147 CB - 1154 CB - 1108 CB - 1116 DI - 1118 CB - 1145 CB - 1144 CB - 1106 CB - 1104 CB - 1153 CB - 1107 CB - 1152 CB - 1103 CB - 1105 DI - 1117 CB - 1140 CB - 1128CB - 1129 CB - 1130 JB - 1127 FES - 1126 JB - 1102 CB - 1131 FES - 1100 2 4 + 7 9 . 4 3 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 LP: 18+94.6 8 HP: 22+79.77 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+96.52 HP : 1 8 + 1 5 . 0 7 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+52.07 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 LP : 1 0 + 7 6 . 4 7 HP : 2 1 + 7 1 . 7 2 LP : 2 2 + 8 3 . 7 5 CB - 1348A CB - 1347A CB - 1348CB - 1347 FES - 1311 DI - 1180 CB - 1141 CB - 1142 CB - 1143 DI - 1132 DI - 1133 DI - 1134 DI - 1135 DI - 1136 DI - 1137 2 9 5 3 0 0 3 0 5 3 1 0 3 1 5 3 2 0 2 8 5 2 9 0 2 9 5 3 0 0 3 0 5 3 1 0 3 2 0 290 2 7 5 28 0 28 5 PROPOSED TPA EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER JB - 1033 DI - 1138 DI - 1139 CB - 1159 DI - 1101 DI - 1121 CB - 1346 STREET F ALLEY 12 S T R E E T E STREET J STREET F STREET F ALLEY 8 ST R E E T G 10' ASPHALT GREENWAY TRAIL (TYP) 20' PUE 285 290 29 5 2 9 0 295 30 0 3 0 5 310 28 3 283 2 8 5 2 7 7 2 7 8 275 27 5 289 288 2 8 8 29 0 2 9 5 295 3 0 5 3 1 0 31 0 2 9 4 2 9 4 32 5 29 3 2 8 7 28 7 2 8 7 2 8 8 288 2 8 2 2 8 6 FROM PH 1 SECT. 1B300 305 S T R E E T E TO P O F B A N K TOP OF BANK 100 YEAR PROPOSED FLOODPLAN RISER 11 FES 11 FES 13 RISER 13 60" RCP 239 240 241 238 231 230 237 229 236 228 235 227 234 233 232 226 225 S T R E E T E STREET J STREET J ALLEY 12 29 1 29 2 3 1 1 3 1 1 32 1 3 2 1 2 8 3 2 9 5 2 8 5 2 9 0 2 8 5 2 7 2 281 275 280 273 286 286 280 279 289 293 287 282 305 322 315 DI - 1158 2 8 5 290 292 2 7 0 2 7 5 275 2 7 5 2 8 0 2 8 5 276 270 27 0 275 27 5 275 275 2 7 5 275 2 7 5 2 7 5 27 5 280 28 0 280 280 280 2 8 0 280 280 2 8 0 2 8 0 28 0 285 285 285 280 2 8 0 2 8 5 2 8 5 28 0 28 5 2 7 0 2 7 5 2 8 0 2 8 5 2 9 0 2 7 0 2 7 5 2 7 5 27 5 2 8 0 2 8 0 28 0 28 5 283 283 293293294 292 285 280 288 285 287 290 300 305 310 315 315 320 3 0 0 3 0 5 3 1 0 3 1 5 32 0 32 2 32 3 3 0 0 3 0 5 3 0 5 3 0 5 3 1 0 3 1 5 3 2 0 32 0 32 0 3 0 0 3 0 5 3 0 5 3 0 5 3 1 0 3 1 0 3 1 0 3 1 5 32 0 32 5 290 2 8 1 TOP OF BANK 6 0 " R C P ECBECBECBECBECBECB ECB ECB ECB GFE= 323.40 GFE= 324.10 GFE= 324.30 GFE= 324.30 GFE= 323.40 GFE= 321.60GFE= 318.10GFE= 315.40GFE= 313.10 ECB GFE= 311.20 ECB GFE= 309.60 ECB GFE= 308.10 ECB GFE= 306.40 ECB GFE= 304.80 ECB GFE= 303.20 ECB GFE= 301.90 ECB GFE= 300.90 ECB GFE= 299.90 ECB GFE= 299.10 ECB GFE= 298.10 ECB GFE= 297.10 ECB GFE= 295.60 ECB GFE= 294.10 ECB GFE= 292.60 ECB GFE= 291.10 ECB GFE= 289.60 ECB GFE= 287.90 ECB GFE= 286.60 ECB GFE= 285.40 ECB GFE= 284.90 ECB GFE= 284.80 ECB GFE= 285.40 ECB GFE= 285.18 ECB GFE= 284.81 ECB GFE= 284.82 ECB GFE= 284.30 ECB GFE= 285.14 ECB GFE= 286.48 3 1 4 ECB ECB ECB GFE= 316.40GFE= 314.20GFE= 312.10 ECB GFE= 310.30ECB GFE= 308.10 ECB GFE= 306.60 ECB GFE= 305.20 ECB GFE= 303.60 ECB GFE= 302.10 ECB GFE= 300.90 ECB GFE= 299.70 ECB GFE= 298.60 ECB GFE= 297.70 ECB GFE= 296.90 ECB GFE= 318.90 ECB GFE= 321.60 ECB GFE= 323.40 ECB GFE= 325.10 ECB GFE= 325.10 ECB GFE= 324.10 ECB GFE= 322.70 ECB GFE= 320.70 ECB GFE= 318.40 ECB GFE= 316.40 ECB GFE= 314.60 ECB GFE= 312.80 ECB GFE= 311.10 ECB GFE= 308.60 ECB GFE= 307.10 ECB GFE= 305.60 ECB GFE= 304.60 ECB GFE= 302.40 ECB GFE= 300.80 ECB GFE= 299.40 ECB GFE= 298.30 ECB GFE= 297.20 ECB GFE= 296.60 ECB GFE= 295.10 ECB GFE= 295.70 ECB GFE= 296.20 ECB GFE= 296.20 ECB GFE= 295.80 ECB GFE= 295.20 ECB GFE= 294.60 ECB GFE= 293.90 ECB GFE= 293.10 ECB GFE= 296.60 ECB GFE= 297.40 ECB GFE= 298.40 ECB GFE= 299.60 ECB GFE= 300.90 ECB GFE= 302.70 ECB GFE= 304.40 ECB GFE= 306.20 ECB GFE= 307.90 ECB GFE= 309.60 ECB GFE= 311.30 ECB GFE= 313.10 ECB GFE= 314.80 ECB GFE= 316.60 ECB GFE= 318.30 ECB GFE= 319.90 ECB GFE= 321.60 ECB GFE= 323.30 ECB GFE= 323.80 ECB GFE= 323.90 RISER 12 FES 12 3 0 " R C P 29 5 3 0 0 3 0 5 3 1 0 3 1 5 3 2 0 280 28 0 DI - 1102A DI - 1102B DI - 1158A BW= 273.00 TW= 280.11 BW= 279.06 TW= 279.06 BW= 271.00 TW= 271.00 BW= 286.10 TW= 286.10 BW= 293.69 TW= 293.69 BW= 292.31 TW= 296.48 BW= 289.63 TW= 293.65 BW= 285.95 TW= 285.95 BW= 288.67 TW= 288.67 BW= 290.42 TW= 295.44 BW= 287.79 TW= 292.68 BW= 306.68 TW= 306.68 BW= 292.08 TW= 301.58 BW= 290.52 TW= 295.10 BW= 286.06 TW= 290.27 BW= 288.79 TW= 288.79 BW= 292.65 TW= 297.88 BW= 286.03 TW= 287.94 BW= 289.12 TW= 293.85 BW= 287.06 TW= 287.71 EXISTING WETLANDS EXISTING WETLANDS SCM #13 SCM #11 20' DE EXISTING 100 YEAR FEMA FLOOD SCMMAE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 10' WALL EASEMENT 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR LOCAL PROPOSED FLOODPLAIN 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PUE 20' PDE 20' PDE TPA (TYP) 20' PUE SCMMAE VWDE 20' PDE BOC R25' R/W R25' RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE 10' WALL EASEMENT FLOODWAY 20' PDE RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN VWDE (TYP) VWDE (TYP) VWDE (TYP) SCMMAE 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 20' PRIVATE GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 10' ASPHALT GREENWAY 30' PUBLIC GREENWAY EASEMENT (TYP) APPROX. LOCATION OF EXISTING GAS LINE CULVERT HEADWALLS W/ 5' EASEMENT 20' PUE PH2 - SECTION PH 8 PH2 - SECTION PH 7 PH2 - SECTION PH 7 PH2 - SECTION PH 6 PH2 - SECTION PH 7 PH2 - SECTION PH 6 20' DE 20' PDE 15' PRIVATE GREENWAY TRAIL EASEMENT (TYP) LE (TYP) LE (TYP) 50' GAS LINE EASEMENT 20' PDE CULVERT HEADWALL W/ 30' EASEMENT RETAINING WALL #18 W/ SAFETY FENCE RETAINING WALL #19 W/ SAFETY FENCE RETAINING WALL #20 W/ SAFETY FENCE 2 9 0 2 9 0 27 0 275 280 27 0 27 5 28 0 295 300 BW= 293.27 TW= 299.61 BW= 296.56 TW= 304.35 285 283 29 0 295 300 305 3 1 0 310 308 310 300 305 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 5 . 0 1 - C 5 . 0 6 G R A D I N G . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 2 0 : 3 1 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SE E S H E E T C 5 . 0 4 F O R C O N T I N U A T I O N SEE SHEET C5.01 FOR CONTINUATION GR A D I N G P L A N C5.02 SEE SHEET C5.03 FOR CONTINUATION LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 285 290 29 5 300 30 5 3 1 0 31 5 32 0 320 28 0 2 8 5 29 0 2 9 5 3 0 0 305 305 3 0 5 31 0 315 31 5 3 1 5 31 5 285 290 290 290 290 295 300 305 285285 285 285 28 5 29 0 290 2 9 0 290 290 2 9 5 295 295 295 2 9 5 295 29 5 300 300 300 300 300 3 0 0 305 305 305 3 0 5 30 5 31 0 310 31 0 310 31 5 315 315 315 31 5 315 300305 310315 295300 3 0 5 295300 300305310 300305310315 295 295 300 300 305 305 310 310 315 29 5 29 5 295 2 9 5 29 5 295 295 300 300 30 0 300 3 0 0 300 30 0 305 3 0 5 305 305 3 0 5 310 3 1 0 3 1 0 31 0 3 1 0 315 3 1 5 315 315 31 5 28 5 290 2 9 5 300 30 0 285285 28 5 285 28 5 290 290 290 290 29 0 295 285 290 295 295 295 300 305 310 315 295 295 295 295 29 5 300 300 300 300 30 0 300 300 285 290 295 295300305 29 5 300305310 627 670 620 628 671 621 664 672 614 622 665 673 615623 666 674 616624 667 675 677 681 680 679 569 638 716 715 714 713 712 651 653 654 655 656 660 661 630 629633 682 687692 698 704 710 657 658 634 652 640 594 604 599 609 588 617 625 668 676 618 626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 696 695 694 690 689693691 688 686 685 684 683 642 659 639 637 636 589 590 591 592 597 593 595 596 598 600 601 602 607603605606 608 610 611 612 613 662 632 635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 678 X X X X R R R R R R R R R R R R R R R R SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 PI : 2 0 + 0 6 . 5 2 10 + 0 0 11 + 0 0 12 + 0 0 12 + 7 1 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 10 + 0 0 11 + 0 0 12 + 0 0 1 3 + 0 0 14 + 0 0 15 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 HP : 1 5 + 7 7 . 9 1 HP : 1 5 + 3 8 . 4 9 LP: 18+94.6 8 HP: 11+67.51 CB - 1280 DI - 1281 DI - 1254 CB - 1250 CB - 1251 DI - 1253 DI - 1265 CB - 1266 CB - 1267 DI - 1268 DI - 1264 DI - 1263DI - 1262 FES - 1260 DI - 1261 JB - 1202 FES - 1201 CB - 1326 CB - 1339 DI-1342 DI-1335 CB-1332 CB-1331 CB-1323 DI-1334 CB - 1320 CB - 1336 CB - 1313 CB - 1325 CB - 1327CB - 1328 CB - 1314 CB - 1347 CB - 1324 CB - 1338 CB - 1322 CB - 1317 CB - 1316 CB - 1315 CB - 1319 DI - 1340 CB - 1321 CB - 1350 CB - 1312 CB - 1330 DI - 1345 DI-1336 DI - 1351 DI - 1342 FES - 1311 290 2 7 5 280 280 28 0 28 5 285 FLOODWAY EXISTING 100 YEAR FEMA FLOOD DI - 1121 DI - 1269 CB - 1276 CB - 1277 CB - 1278 CB - 1279 DI-1341 DI - 1274 DI - 1272 CB - 1346 ST R E E T H S T R E E T E CAROLINA SPRINGS BLVD. ST R E E T L STREET D STREET D 3 1 5 3 2 0 28 0 28 5 2 9 0 29 5 3 0 0 30 5 31 0 315 3 2 0 325 33 0 33 0 28 7 2 8 7 2 8 8 288 316 2 8 6 2 8 7 29 5 29 5 2 9 6 295 3 2 2 315 312 315 320300 305 310 320 317318319 321322 315 320 313 314 316317318319 321 TO SCM 12 TO SCM 12 TO SCM 12 FROM PH 1 SECT. 5 S T R E E T E TO P O F B A N K 100 YEAR PROPOSED RISER 13 239 240 241 242 238 404 405 406 407 243 244 401 400 399 398 397402 403 435 432433434436 316 2 9 6 2 9 5 295 32 2 3 2 2 3 2 0 3 1 6 32 1 32 1 32 2 32 3 32 3 323 3 2 4 30 0 3 0 0 300300 3 0 0 3 0 0 30 5 30 5 31 0 31 0 31 0 31 0 31 5 31 5 320 32 0 32 0 325 273 286 286 280 279 289 293 287 282 31 8 3 1 8 31 2 31 3 275 275 280 280 285 285 285 300 310 315 315 320 296 302 ECB GFE= 292.90 ECB GFE= 292.90 ECB GFE= 293.90 ECB GFE= 294.90 ECB GFE= 295.30 ECB GFE= 295.30 ECB GFE= 296.30 ECB GFE= 296.30 ECB GFE= 297.30 ECB GFE= 299.30 ECB GFE= 299.70 ECB GFE= 299.70 ECB GFE= 300.70 ECB GFE= 301.70 ECB GFE= 302.30 ECB GFE= 302.30 ECB GFE= 302.30 ECB GFE= 301.30 ECB GFE= 300.30 ECB GFE= 299.30 ECB GFE= 303.20 ECB GFE= 304.20 ECB GFE= 305.20 ECB GFE= 306.20 ECB GFE= 308.20 ECB GFE= 310.20 ECB GFE= 310.20 ECB GFE= 312.20 ECB GFE= 313.20 ECB GFE= 315.20 ECB GFE= 316.20 ECB GFE= 318.20 ECB GFE= 318.20 ECB GFE= 320.20 ECB GFE= 321.20 ECB GFE= 322.20 ECB GFE= 323.20 ECB GFE= 324.20 ECB GFE= 324.20 ECB GFE= 324.20 ECB GFE= 325.20 ECB GFE= 325.20 ECB GFE= 324.20 ECB GFE= 324.20 ECB GFE= 324.20 ECB GFE= 324.20 ECB GFE= 324.20 ECB GFE= 323.20 ECB GFE= 322.20 ECB GFE= 322.20 ECB GFE= 321.20 ECB GFE= 321.20 ECB GFE= 320.20 ECB GFE= 319.20 ECB GFE= 319.20 ECB GFE= 318.20 ECB GFE= 318.20 ECB GFE= 317.20 ECB GFE= 316.20 ECB GFE= 323.10 ECB GFE= 323.10 ECB GFE= 322.10 ECB GFE= 322.10 ECB GFE= 324.60 ECB GFE= 323.60 ECB GFE= 323.60 ECB GFE= 323.60 ECB GFE= 323.60 ECB GFE= 321.10 ECB GFE= 321.10 ECB GFE= 320.10 ECB GFE= 319.10 ECB GFE= 318.10 ECB GFE= 319.60 ECB GFE= 320.60 ECB GFE= 321.60 ECB GFE= 322.60 ECB GFE= 323.60 ECB GFE= 324.60 ECB GFE= 312.10 ECB GFE= 313.10 ECB GFE= 314.10 ECB GFE= 315.10 ECB GFE= 317.10 ECB GFE= 319.10 ECB GFE= 303.90 ECB GFE= 304.90 ECB GFE= 305.90 ECB GFE= 306.90 ECB GFE= 308.90 ECB GFE= 310.90 ECB GFE= 304.80 ECB GFE= 305.80 ECB GFE= 306.80 ECB GFE= 307.80 ECB GFE= 309.80 ECB GFE= 311.80 ECB GFE= 312.30 ECB GFE= 313.30 ECB GFE= 314.30 ECB GFE= 315.30 ECB GFE= 316.30 ECB GFE= 317.30 ECB GFE= 315.40 ECB GFE= 315.40 ECB GFE= 315.40 ECB GFE= 314.40 ECB GFE= 314.40 ECB GFE= 314.40 ECB GFE= 316.60 ECB GFE= 316.60 ECB GFE= 315.60 ECB GFE= 315.60 ECB GFE= 317.90 ECB GFE= 317.90 ECB GFE= 316.90 ECB GFE= 316.90 ECB GFE= 316.90 ECB GFE= 297.70 ECB GFE= 298.70 ECB GFE= 299.70 ECB GFE= 301.70 ECB GFE= 303.70 ECB GFE= 298.30 ECB GFE= 299.30 ECB GFE= 301.30 ECB GFE= 303.30 ECB GFE= 305.30 ECB GFE= 305.30 ECB GFE= 307.30 ECB GFE= 309.30 ECB GFE= 311.30 ECB GFE= 313.30 ECB GFE= 314.20 ECB GFE= 316.20 ECB GFE= 317.20 ECB GFE= 318.20 ECB GFE= 318.20 ECB GFE= 318.20 ECB GFE= 318.20 ECB GFE= 318.20 ECB GFE= 318.20 ECB GFE= 317.20 ECB GFE= 316.80 ECB GFE= 315.80 ECB GFE= 315.80 ECB GFE= 315.80 ECB GFE= 314.80 RISER 12 FES 12 3 0 " R C P BW= 285.49 TW= 285.49 BW= 282.12 TW= 288.55 BW= 287.59 TW= 292.57 BW= 278.95 TW= 288.49 BW= 282.49 TW= 290.67 BW= 296.54 TW= 298.33BW= 296.41 TW= 296.41 BW= 298.06 TW= 311.08BW= 297.22 TW= 305.84 BW= 312.95 TW= 312.95 BW= 312.28 TW= 312.28 BW= 302.60 TW= 311.50 BW= 295.18 TW= 309.28 BW= 296.68 TW= 308.63 BW= 293.37 TW= 306.73 BW= 299.77 TW= 299.77 BW= 283.35 TW= 292.31 BW= 293.02 TW= 294.43 MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER SCMMAE SCM #12 SCM #13 RETAINING WALL #5 W/ SAFETY FENCE (DESIGN BY OTHERS) RETAINING WALL #7 W/ SAFETY FENCE FLOODWAY SCMMAE 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN LE (TYP.) 20' PUE 10' WALL EASEMENT 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN 20' PDE 30' DE 20' PUE 20' PDE 20' DE 20' PDE 30' DE 30' DE 20' PDE 10' WALL EASEMENT (TYP) LE (TYP) VWDE VWDE VAR. WALL EASEMENT VAR. WALL EASEMENT RETAINING WALL #6 W/ SAFETY FENCE (DESIGN BY OTHER) VWDE 20' PDE VWDE TEMPORARY EXISTING STORM EASEMENT FROM PHASE 1 TO BE ABANDONED IN PHASE 2 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER 20' PDE RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN VWDE VWDE 20' PDE 20' PDE ST R E E T L (5 5 ' P U B L I C R O W ) CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT) STREET D (55' PUBLIC ROW) 20' PDE 30' WIDE GREENWAY EASEMENT 30' PUBLIC MULTI-USE TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL TOP OF BANK 20' PDE 20' PDE 20' PDE RETAINING WALL #7 W/ SAFETY FENCE AND 10' EASEMENT TOP O F B A N K TOP O F B A N K EXISTING WALL LE (TYP.) END OF ROAD MARKERS (TYP.) (PER HS353) DI - 1254B DI - 1254C DI - 1254A DI - 1254D DI - 1253A 28 5 29 0 28 3 28 4 28 6 28 7 28 8 28 9 29 1 29 1 2 9 0 2 9 5 290 295 300 300 285 2 9 0 2 9 5 3 0 0 30 5 310 285 290 295 285 290 295 2 8 5 2 9 0 2 9 0 30 0 30 0 30 5 30 5 3 0 5 30 5 31 0 31 0 31 5 31 5 TW= 304.35 BW= 307.76 TW= 313.14 2 9 5 300 305 310 315 290 295 300 305 310 315 310 315 295 292 294 31 4 BW= 328.66 TW= 328.69 BW= 323.15 TW= 326.61 BW= 319.72 TW= 332.67 30 2 324 325 323 32 4 32 4 32 4 32 4 31 8 31 8 32 2 32 2 322 3 1 5 3 1 0 309 31 9 31 9 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 5 . 0 1 - C 5 . 0 6 G R A D I N G . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 2 2 : 3 9 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SEE SHEET C5.02 FOR CONTINUATION SE E S H E E T C 5 . 0 5 F O R C O N T I N U A T I O N SE E S H E E T C 5 . 0 4 F O R C O N T I N U A T I O N GR A D I N G P L A N C5.03 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL T O P O F B A N K 30' HOLLY SPRINGS CAPE FEAR BUFFER T O P O F B A N K DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 270 275 280 285 290 295 300 30 5 31 0 315 3 1 5 31 5 32 0 32 5 312 313 3 1 3 316 317 317 317 316 >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> G 30 1 6 8 30 5 . 5 5 RC P 1 8 I N V 30 1 6 9 30 6 . 8 4 RC P 1 8 I N V 50 6 26 0 . 4 3 CM P 8 4 30 2 7 6 26 0 . 7 6 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 7 7 26 0 . 7 7 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 8 0 26 0 . 6 3 CM P I N V 1 0 ' W 7 . 2 ' H 749 747 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722723 724 717 725 718726 756 755 754 753 752 751 750 748 733 732 731 730 728 729 746 G G G G G SS SS SSSS SS SS SS SS SS SS SS SS SS SSSS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18 + 0 0 1 9 + 0 0 L P : 1 0 + 1 2 . 1 8 H P : 1 3 + 8 3 . 5 3 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 275 S T R E E T T STREET N EXISTING 100 YEAR FEMA FLOODPLAIN 285 290 295 2 9 5 295 300 30 0 30 0 300 300 305 3 0 5 30 5 305 305 310 31 0 3 1 0 315 3 1 5 315 3 2 0 32 0 285 28 5 2 8 5 285 290 29 0 2 9 0 290 295 2 9 5 29 5 295 30 0 300 30 5 305 31 0 310 277 -L 3 - / - L 2 - W O O D S C R E E K R O A D ( S R - 1 1 5 4 ) -L3 - W O O D S C R E E K R O A D ( S R - 1 1 5 4 ) -L3- WO O D S C R E E K R O A D ( S R - 1 1 5 4 ) -L3- WO O D S C R E E K R O A D ( S R - 1 1 5 4 ) STREET N S T R E E T N RETAINING WALL RISER 14 FES 14 FES 15 28 5 318 327 321 270 275 2 7 5 275 280 289289289 315 32 0 ECB GFE= 308.40ECB GFE= 310.40ECB GFE= 312.10ECB GFE= 313.10ECB GFE= 313.60ECB GFE= 314.10ECB GFE= 314.10ECB GFE= 314.10 ECB GFE= 313.10ECB GFE= 311.60ECB GFE= 309.60 ECB GFE= 307.60 ECB GFE= 305.90 ECB GFE= 302.40 ECB GFE= 299.60 ECB GFE= 297.40 ECB GFE= 296.60 ECB GFE= 297.10 ECB GFE= 298.30 ECB GFE= 299.60 ECB GFE= 300.60 ECB GFE= 301.60 ECB GFE= 302.70 ECB GFE= 303.70 ECB GFE= 304.80 ECB GFE= 306.10 ECB GFE= 307.70 ECB GFE= 309.70 ECB GFE= 311.60 ECB GFE= 313.10 ECB GFE= 313.80 ECB GFE= 313.20 ECB GFE= 312.40 ECB GFE= 311.10 ECB GFE= 309.10 ECB GFE= 307.10 ECB GFE= 305.30 ECB GFE= 305.60 ECB GFE= 304.90 ECB GFE= 305.60 DI - 1561 -3 . 0 9 : 1 -6 . 3 1 : 1 -3 . 0 3 : 1 -6 . 0 0 : 1 2 9 0 2 9 5 3 0 0 310 315 -3 . 0 7 : 1 - 6 . 7 9 : 1 - 6 . 0 8 : 1 -5 . 8 6 : 1 -6 . 0 0 : 1 CB - 1410 CB - 1409 CB - 1408 CB - 1407 CB - 1406 CB - 1404 CB - 1403 CB - 1402 DI - 1411 CB - 1413 CB - 1414 CB - 1415 CB - 1416 DI - 1417 DI - 1422 DI - 1423 DI - 1420 DI - 1419 DI - 1418 DI - 1424 DI - 1425 DI - 1430 DI - 1431 CB - 1426 CB - 1429 CB - 1428 CB - 1427 JB - 1412 FES - 1401 DI - 1433 DI - 1434 DI - 1436 DI - 1437 DI - 1438 DI - 1435 DI - 1419A BW= 293.13 TW= 293.13 BW= 278.94 TW= 291.09 BW= 278.95 TW= 297.39 BW= 290.84 TW= 298.55 BW= 278.55 TW= 298.67 BW= 298.99 TW= 307.76 BW= 278.96 TW= 304.09 BW= 289.69 TW= 306.32 BW= 299.95 TW= 299.95 BW= 307.32 TW= 307.32 BW= 284.74TW= 288.14 BW= 286.76 TW= 290.19 BW= 308.90 BW= 301.76TW= 301.76 BW= 307.76TW= 307.76 BW= 295.97 TW= 295.97 BW= 288.95 TW= 291.18 BW= 290.26 TW= 290.26 BW= 313.45 TW= 313.45 BW= 306.37 TW= 313.72 BW= 314.48 TW= 314.48 BW= 311.36 TW= 311.36 BW= 309.75 TW= 309.75 BW= 307.68 TW= 310.49 BW= 288.74 TW= 295.49 BW= 288.09 TW= 292.58 BW= 312.30 TW= 315.70 BW= 302.02 TW= 302.02 EXISTING WETLANDS EX I S T I N G W E T L A N D S STREET N 20 ' P D E VWDE 20' PUE 20' DE 20' PDE DE 20' PDE 20' PDE RETAINING WALL #8 W/ SAFETY FENCE AND 10' EASEMENT 20 ' P U E 20 ' D E 30' PUE 30' PUE SCMMAE 20' PDE 20' PDE RETAINING WALL #10 W/ SAFETY FENCE RETAINING WALL #11 W/ SAFETY FENCE PH2 - SEC T I O N 7 PH2 - SEC T I O N 8 P H 2 - S E C T I O N 1 0 P H 2 - S E C T I O N 9 P H 2 - S E C T I O N 1 0 P H 2 - S E C T I O N 9 S T R E E T T MONUMENT EASEMENT MONUMENT WALL SCM #14 EXISTING WETLANDS PH2 - SEC T I O N 8 PH2 - SEC T I O N 9 RE T A I N I N G W A L L # 1 9 W/ S A F E T Y F E N C E RE T A I N I N G W A L L # 2 0 W/ S A F E T Y F E N C E RETAINING WALL #9A W/ SAFETY FENCE CB - 1426A 27 0 2 7 5 270 BW= 287.46 TW= 299.09 BW= 288.33 TW= 300.03 305 3 0 4 304304 30 4 275 3 1 4 310311 306 300 313314 315 310 315316 308309 305 30 4 306 307 308 294 297 283284 282283 286287 295 275 280 285 290 295 300 305 27 5 275 275 275 280 280 280280280 280 280 285 28 5 285285 285 285 285 290 290290 290 29 0 2 9 5 295 295 295 295 3 0 0 300 300 300 3 0 0 300 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 3 1 0 3 1 0 3 1 0 3 1 0 3 1 0 3 1 0 315 315 300 301 302 302 295 300 3 0 5 3 0 2 3 0 3 3 0 4 302 303 303 310 313 310 305 CBU SS SS SS SS SS SS 11+00 302.75 TOC = 302.77 TOC = 302.72 302.63 302.65 302.17 302.11 302.11 301.89 301.96 301.72 301.53 302.51 302.91 303.56 302.91 303.55 302.22 302.28 TOC = 302.28 TOC = 302.70 TOC = 302.45 TOC = 301.83 TOC = 303.66 TOC = 303.77 302.54 TOC = 303.14 CB - 1407 CB - 1426 CB - 1427 BW= 299.95 BW= 302.02 TW= 302.02 3 0 5 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 5 . 0 1 - C 5 . 0 6 G R A D I N G . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 2 3 : 4 0 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SE E S H E E T C 5 . 0 5 F O R C O N T I N U A T I O N SEE SHEET C5.02 FOR CONTINUATIONSEE SHEET C5.03 FOR CONTINUATION GR A D I N G P L A N C5.04 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL FLOODWAY TPA 30' HOLLY SPRINGS CAPE FEAR BUFFER FLOODWAY 30' PUE EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER INSET 1 inch = 10 ft. 10 GRAPHIC SCALE 0 5 10 20 GRADING SPOT ELEVATION ABBREVIATION LEGEND TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL ECA DRAINAGE DIRECTED TOWARD FRONT OF BUILDING ECB DRAINAGE DIRECTED TOWARD FRONT AND REAR OF BUILDING ECC DRAINAGE DIRECTED TOWARD REAR OF BUILDING DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 325 330 335 34 0 340 345 34534 6 346 x x x x G 795 792 775 765 761 826 828 832 817 787 835 837 834 836 796 794 793 791 790 799 789 798 788 797 779 784 785 786774 773 823 824 821 820 819 816 815 814 813 818 829 830 831 833 759 758 757 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 822 800 802 801 808 803 804 805 806 807 809 CBU & VI S I T O R P A R K I N G CBU S S S S S S SS SS SS SS SS SS SS SSSSSSSS SSSSSS SSSSSSSS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S S S S S S S S S S S S S 10 + 0 0 11+00 12+0 0 13+ 0 0 14 + 0 0 1 5 + 0 0 1 6 + 0 0 1 6 + 4 6 . 1 7 10 + 0 0 11 + 0 0 12 + 0 0 13+ 0 0 14+0 0 15+0 0 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+73.81 HP: 10+61.00 STREET Q STRE E T P STR E E T S 3 0 0 3 0 5 3 1 0 3 1 5 29 0 29 5 30 0 30 5 29 5 30 0 30 5 31 0 315 3 2 0 3 2 5 3 3 0 -L3- WOO D S C R E E K R O A D (SR-1154) STREET Q ST R E E T P STREET P EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R / W (BM 2 0 1 9 P G 1 7 7 9 ) 125' D U K E E N E R G Y T R A N S M I S S I O N LINE R / W R E S E R V A T I O N (BM 2 0 1 9 P G 1 7 7 9 ) 31 5 320 325 330 335 3 0 5 3 1 0 3 1 5 RISER 15 FES 15 310 30 830 9 30 9 309 31 7 333 33 5 3 3 5 3 3 1 333 33 2 332 3 1 2 32 1 335 34 0 33 5 34 0 31 5 31 5 31 5 3 2 0 3 2 0 3 2 0 3 2 5 3 3 0 3 3 5 34 0 345 3 2 0 3 2 5 3 3 0 303 3 2 1 310 315 3 1 7 3 2 1 3 2 0 3 2 5 305 310 292 292 290 285 31 8 3 2 7 3 2 1 34 0 3 3 5 3 3 0 317 300 305 295 300 302 3 0 5 3 0 3 3 0 4 3 0 6 3 0 7 30 8 30 2 297 309 323 3 3 5 340 31 2 3 0 2 28 9 28 9 28 9 310 3 1 5 32 0 ECB GFE= 319.90 ECB GFE= 320.90 ECB GFE= 321.90 ECB GFE= 322.90 ECB GFE= 323.90 ECB GFE= 325.90 ECB GFE= 328.90 ECB GFE= 330.90 ECB GFE= 332.90 ECB GFE= 335.70 ECB GFE= 337.70 ECB GFE= 338.70 ECB GFE= 339.80 ECB GFE= 339.80 ECB GFE= 340.80 ECB GFE= 321.30 ECB GFE= 319.30 ECB GFE= 317.30 ECB GFE= 315.30 ECB GFE= 313.30 ECB GFE= 312.30 ECB GFE= 311.30 ECB GFE= 311.30 ECB GFE= 310.90 ECB GFE= 310.90 ECB GFE= 311.90 ECB GFE= 311.90 ECB GFE= 314.40 ECB GFE= 314.40 ECB GFE= 315.40 ECB GFE= 315.40 ECB GFE= 316.40 ECB GFE= 316.40 ECB GFE= 316.40 ECB GFE= 317.40 ECB GFE= 323.20ECB GFE= 325.20ECB GFE= 327.20ECB GFE= 329.20ECB GFE= 331.20ECB GFE= 332.20 ECB GFE= 334.60 ECB GFE= 332.60 ECB GFE= 330.60 ECB GFE= 322.30 ECB GFE= 320.30 ECB GFE= 318.30 ECB GFE= 316.30 ECB GFE= 314.30 ECB GFE= 312.30 ECB GFE= 347.10 ECB GFE= 346.10 ECB GFE= 345.10 ECB GFE= 343.10 ECB GFE= 341.90 ECB GFE= 339.90 ECB GFE= 338.90 ECB GFE= 337.90 ECB GFE= 335.70 ECB GFE= 333.70 ECB GFE= 331.70 ECB GFE= 329.70 ECB GFE= 327.90 ECB GFE= 325.90 ECB GFE= 323.90 ECB GFE= 320.60 ECB GFE= 319.60 ECB GFE= 318.60 ECB GFE= 317.10 ECB GFE= 316.10 ECB GFE= 315.10 ECB GFE= 315.10 ECB GFE= 315.10 ECB GFE= 314.10 ECB GFE= 313.10 ECB GFE= 313.10 ECB GFE= 313.10 ECB GFE= 312.30 ECB GFE= 311.30 ECB GFE= 310.30 ECB GFE= 309.30 CB - 1537 CB - 1536 CB - 1534 CB - 1532 CB - 1533 CB - 1531 CB - 1530 CB - 1529 CB - 1528 CB - 1527 DI - 1559 CB - 1525 CB - 1508 CB - 1523 CB - 1521 CB - 1518 CB - 1519 CB - 1520 CB - 1503 CB - 1506A CB - 1506 CB - 1514 CB - 1513 CB - 1554 CB - 1509 CB - 1563 CB - 1507 DI - 1502 DI - 1544 DI - 1539 DI - 1558 DI - 1538 DI - 1564 CB - 1560 DI - 1546A DI - 1547 DI - 1561 DI - 1535 CB - 1552 DI - 1555 CB - 1556 DI - 1557 DI - 1550 DI - 1548 CB - 1546 CB - 1522 JB - 1501 FES - 1500 CB - 1562 DI - 1560 290 295 300 305 310 3 1 0 3 1 5 305 310 315 10+ 0 0 11+ 0 0 12+ 0 0 13 + 0 0 14 + 0 0 15 + 0 0 LP: 13+28.28 DI - 1558B DI - 1558A DI - 1550A 308 30 9 310 3 2 5 33 0 33 0 3 3 0 3 2 4 3 2 0 31 7 312 3 1 2 3 1 3 311 29 5 30 0 30 5 31 0 29 5 30 0 30 5 31 0 33 6 333 3 3 5 342 341 3 4 1 343 340 339 33 9 33 8 338 33 8 33 2 33 3 32 5 325 31 9 3 2 0 3 2 0 3 2 5 3 3 0 340 345 295 300 310 315 32 0 325 330 BW= 284.74 TW= 288.14 BW= 286.76TW= 290.19 BW= 308.90 TW= 315.33 BW= 307.62 TW= 314.00 BW= 303.78 TW= 307.71 BW= 301.76 TW= 301.76 BW= 307.76 TW= 307.76 BW= 323.32 TW= 323.32 BW= 320.19 TW= 330.06 BW= 320.19 TW= 329.50 BW= 320.15 TW= 332.29 BW= 332.24 TW= 332.24 BW= 334.13 TW= 337.79 BW= 331.62 TW= 335.85 BW= 324.02 TW= 334.03 BW= 329.86 TW= 333.53 BW= 326.02 TW= 333.76 BW= 333.62 TW= 339.95 BW= 331.70 TW= 331.70 BW= 334.21 TW= 334.21 BW= 303.35 TW= 311.80 BW= 303.26 TW= 310.14 BW= 301.13 TW= 301.13 BW= 299.31 TW= 299.31 BW= 325.36 TW= 329.80 BW= 305.68 TW= 311.44 BW= 314.52 TW= 314.52 BW= 302.94 TW= 308.90 BW= 302.94 TW= 306.81 BW= 302.94 TW= 305.26 BW= 303.00 TW= 303.00 BW= 341.87 TW= 341.87 BW= 344.54 TW= 344.54 BW= 340.85 TW= 344.12 BW= 339.68 TW= 342.32 BW= 310.34 TW= 310.34 BW= 309.81 TW= 309.81 SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ EX I S T I N G W E T L A N D S EXISTING WETLANDS EXISTING WETLANDS 30 ' P U E SCM #15 EXISTING POND RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #12 W/ SAFETY FENCE AND 10' EASEMENT CULVERT HEADWALL W/ 5' EASEMENT 20 ' P R I V A T E G R E E N W A Y EA S E M E N T ( T Y P ) RETAINING WALL #14 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #16 W/ SAFETY FENCE AND 10' EASEMENT PH2 - S E C T I O N 1 0 11' 6' LE 8' SIDE SETBACK8' SIDE SETBACK 11'6' 24' RETAINING WALL #17 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #21 BW= 308.85 TW= 316.55 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 5 . 0 1 - C 5 . 0 6 G R A D I N G . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 2 4 : 1 8 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GR A D I N G P L A N C5.05 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SE E S H E E T C 5 . 0 3 F O R C O N T I N U A T I O N SEE SHEET C5.04 FOR CONTINUATION LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING WETLANDS 20 ' PDE 20 ' PDE TOP OF BANK DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 33 0 33 5 340 >>>>>> > > > >>>>> >>>>>> > > > >>>>> CONTROLLED ACCESS (VARIABLE WIDTH) PUBLIC R/W 300 5 4 321 . 6 7 RC P 2 4 I N V 300 5 7 316. 6 3 RC P 2 4 I N V 775 765 761 817 779 774 773 821 820 819 816 818 759 758 757 780 781 782 768 762 763 764 766 767 772 769 770 771 760 778 776 777 822 C B U S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SSSSSSSS 1 0 + 0 0 12+ 0 0 13+00 14+00 15+00 16+00 17 + 0 0 18 + 0 0 STREET P US HIGHWAY 1 CONTROLLED ACCESS (VARIABLE WIDTH) PUBLIC R/W 2 9 5 3 0 0 3 0 5 3 1 0 31 5 32 032 5 33 0 EXISTING DUKE ENERGY TRANSMISSION R/W (BM 2019 PG 1779) 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) 3 3 5 3 3 1 335 340 335 340 31 5 31 5 31 5 32 0 32 0 32 0 32 5 33 0 33 5 3 4 0 3 4 5 32 0 32 5 33 0 3 0 3 3 2 1 3 1 5 32 1 32 0 32 5 3 0 0 30 5 30 0 3 0 2 29 7 30 9 323 33 5 34 0 POND CB - 1537 CB - 1532 CB - 1533 CB - 1529 CB - 1527 CB - 1563 DI - 1544 DI - 1564 DI - 1546A DI - 1547 CB - 1552 CB - 1556 DI - 1557 3 3 6 3 3 3 33 5 3 4 2 3 4 1 3 4 1 3 4 3 29 5 30 0 31 0 315 3 2 0 32 5 330 BW= 332.24 TW= 332.24 BW= 333.62 TW= 339.95 BW= 331.70TW= 331.70 BW= 334.21 TW= 334.21 BW= 305.68 TW= 311.44 BW= 314.52 TW= 314.52 BW= 302.94 TW= 308.90 BW= 302.94 TW= 306.81 BW= 302.94 TW= 305.26 BW= 310.34 TW= 310.34 BW= 309.81 TW= 309.81 E X I S T I N G W E T L A N D S 51' R / W 27' B - B RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 20' PDE CROSS SECTION F ON C9.03 TPA (TYP) 20' PDE 27' B-B EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 20' PUE RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 20' PDE RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) EXISTING DUKE ENERGY TRANSMISSION R/W RESERVATION (BM 2019 PG 1779) STREET LIGHT (TYP) R25' 20' MIN FRONT SETBACK (TYP)35' MAX FRONT SETBACK (TYP) ECB GFE= 317.40 ECB GFE= 323.20 ECB GFE= 325.20 ECB GFE= 327.20 ECB GFE= 329.20 ECB GFE= 331.20 ECB GFE= 332.20 ECB GFE= 347.10 ECB GFE= 346.10 ECB GFE= 345.10 ECB GFE= 343.10 ECB GFE= 341.90 ECB GFE= 339.90 ECB GFE= 338.90 ECB GFE= 337.90 ECB GFE= 335.70 ECB GFE= 333.70 ECB GFE= 331.70 ECB GFE= 329.70 ECB GFE= 327.90 ECB GFE= 325.90 ECB GFE= 323.90 ECB GFE= 320.60 ECB GFE= 319.60 ECB GFE= 318.60 ECB GFE= 317.10 ECB GFE= 316.10 ECB GFE= 315.10 ECB GFE= 315.10 ECB GFE= 315.10 ECB GFE= 314.10 ECB GFE= 313.10 SS ST R E A M B U F F E R 29 5 30 0 DI - 1546A BW= 302.94 TW= 305.26 KEMP HARRIS & SHARON REEVES DB 2260, PG. 670, 17-E-1184 & 07-E-1185 PIN: 0730555717 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ SAMUEL HARRIS DB 2764, PG. 11 PIN: 0730552477 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ TPA( TYP) EX I S T I N G W E T L A N D S 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) EXISTING DUKE ENERGY TRANSMISSION R/W RESERVATION (BM 2019 PG 1779) RE T A I N I N G W A L L # 1 3 W/ S A F E T Y F E N C E A N D 10' E A S E M E N T SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 5 . 0 1 - C 5 . 0 6 G R A D I N G . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 2 5 : 0 4 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GR A D I N G P L A N C5.06 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SEE SHEET C5.05 FOR CONTINUATION SE E M A T C H L I N E B E L O W SE E M A T C H L I N E A B O V E LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 OPEN SPACE ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB TC TOP OF CURB GFE GARAGE FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 >> > > > > > > > > >> > > > > > > > > US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R / W (BM 2 0 1 9 P G 1 7 7 9 ) 125' D U K E E N E R G Y T R A N S M I S S I O N LINE R / W R E S E R V A T I O N (BM 2 0 1 9 P G 1 7 7 9 ) 30054321.67RCP24 INV 30057316.63RCP24 INV 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H x x x R R G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRRRR R R R R R R R R R R R R R R TOP OF BANK SCM #10 SCM #12 SCM #14 239 240 241 422425426423424 84 83 215 87 214 221 213 101 236 220 212 100 235 219 211 99 91 234 218 210 98 90 233 217 97 89 232 224 216 88 223 80 85 242 238 181 182 183 177 178 179 180 174 175 176 184 188 187189 150 151 128 152 145 123 146 154 147 117 202 255 256 272 204 273 274 190 346347348350351 345 378 377 358 375 357 383 382 373379 361 193 262 278 194 263 279 195 264 280 196 281 282 251 259 267 275 191 252 260 268 276269 198 254 270 239 240 241 242 150 151 128 152 145 123 146 154 147 117 181 182 183 177 178 179 180 174 175 176 184 188 187189 238 272 204 273 274 190 346347348350351 345 375 357 383 382 373379 361 193 262 278 194 263 279 195 264 280 196 281 282 251 259 267 275 191 252 260 268 276269 198 254 270 202 255 256 80 85 84 422425426423424 83 231 215 87 230 214 237 229 221 213 101 236 228 220 212 100 235 227 219 211 99 91 234 218 98 90 233 217 97 89 232 224 216 88 223 378 377 358 404 405 406 407 408 410 411 412 413 414 419418417416 7 15 8 16 9 17 10 18 3 11 19 4 12 20 5 13 22 6 14 34 42 33 40 32 39 23 38 37 36 35 41 1 2 43 46 65 73 66 67 68 76 69 70 63 64 72 45 71 79 78 81 82 86 92 93 94 95 102 103 104 105 106 107 108 109 111 112 113 114 110 387 421 384 363 356 271 245 247 248 249 258 203 197 192 186 185 155 153 149 148 144 142141140139138137136135134132133130129127126125124119118116 77 96 226 415 420 143 120 121 122 131 250 253 277 246 225 222 390392393395396 326 327 328 329 330 331 332 333 334 317318319320321322323324325 21 44 24 25 26 27 28 29 30 74 75 243 244 201 200 199 257 261 265 266 409 385389394401400399398 381 380 376 374 372 371 370 369 368 367 366 365 364 362 360 359 353 352 349355354 115 206208207 205209 585354555657 6059 6261 397402 391 388 386 403 427428429430431435432433434436 31 DUKE ENERGY PROGRESS LLC FORMERLY FIRST CITIZENS BANK TRACT (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) DUKE LAND UNIT #1183088 PIN: 0730634462 LAND USE: STATE ASSESSED WAKE COUNTY DUKE ENERGY PROGRESS LLC FORMERLY E. CECIL ALLEN TRACT (SEE DB 1961, PG. 457 & CP&L DRAWING #L-D-3008) DUKE LAND UNIT #1183017 PIN: 0629649092 LAND USE: STATE ASSESSED WAKE COUNTY BETTY SNEED, JOHN & DORA BURRELL DB 16690, PG. 99 & 17-E-2417 PIN: 0730466163 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ KEMP HARRIS & SHARON REEVES DB 2260, PG. 670, 17-E-1184 & 07-E-1185 PIN: 0730555717 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ SAMUEL HARRIS DB 2764, PG. 11 PIN: 0730552477 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ DELORES HORTON DB 8201, PG. 2115 PIN: 0730652261 LAND USE: MOBILE ZONING: R30 TOWN OF HOLLY SPRINGS ETJ HH TRINITY APEX INVESTMENTS LLC DB 12651, PG. 1128 PIN: 0730852539 LAND USE: VACANT ZONING: SD (APEX) TOWN OF APEX DC GOODWIN FARM DB 14057, PG. 1499 PIN: 0730124768 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS W O O D S C R E E K R O A D 6 0 ' P U B L I C R I G H T O F W A Y S R 1 1 5 4 STREET D CAROLINA SPRINGS BLVDWO O D F I E L D D E A D E N D R D ALLEY 1 ALLEY 3 PROPOSED E-51 SCHOOL OPEN S P A C E SEE C 2 . 9 WOODS CR E E K R O A D 60' PUBLIC R I G H T O F W A Y SR 1154 WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y SR 1 1 5 4 270 2 7 0 270 2 7 0 27 0 270 2 7 0 270 2 7 0 270 27 0 270 27 0 27 0 2 7 0 2 7 0 280 280 280 280 280280 280 280 280 28 0 2 8 0 28 0 2 8 0 280 280 280 28 0 280 2 8 0 2 8 0 280 2 8 0 280 2 8 0 28 0 2 8 0 290 290290 2 9 0 290290 290 290 2 9 0 2 9 0 2 9 0 290 29 0 290 2 9 0 290 290 290 290 290 290 290 290 29 0 290 290 290 290 290 290 290 29 0290 290 2 9 0 290 290 29 0 290 290 29029 0 290 2 9 0 290 2 9 0 30030 0 300 300 300 300 30 0 30 0 300 300 30 0 300 3 0 0 300 300 30 0 300 300 300 300 300 300 300 300 300 300 300 300 3 0 0 30 0 300 300 300 300 30 0 30 0 30 0 300 3 0 0 30 0 300 300 300 30 0 300 3 0 0 300 300 300300 300 300 310 31 0 31 0310 310310 310310 310 3 1 0 31 0 3 1 0 310 3 1 0 310 3 1 0 310 310 310 3 1 0 310 310 310 3 1 0 310 31 0 310 31 0 3 1 0 310 310 31 0 310 31 0 31 0 31 0 310 310 3 1 0 310 310 3 1 0 310 32 0 3 2 0 320 320 320 3 2 0 320 3 2 0 320 320 320 3 2 0 320 320 32032 0 3 2 0 32 0 320 3 2 0 320 320 320 32 0 320 32 0 320 320 330 330 330 330 3 3 0 330 330 330 330 3 3 0 33 0 330 340 34 0 340 340 34 0 28 0 29 0 2 8 0 290 2 9 0 2 8 0 28 0 2 8 0 290 300 290 290 290 290 290 290 300 27 0 27 0 28 0 2 9 0 3 0 0 2 8 0 28 0 28 0 2 9 0 280 2 8 0 28 0 2 9 0 280 290 290 290 300 300 310 TPSF/TP S F / T P SF/TP SF / T P SF/TPSF/T P SF/TP SF/TP SF/TP SF/TP SF / T P SF/TPSF/TPSF/TP SF/TP SF/TP SF/TP S F / T P SF / T P SF / T P S F / T P S F / T P SF/TP S F / T P S F / T P S F / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP S F / T P SF/ T P SF / T P S F / T P SF / T P S F / T P SF / T P TP T P SF / T P SF / T P SF/TP SF / T P SF/TP SF/TP TP S F / T P SF/TP SF/TP TP TP T P T P SF / T P TP T P SF/TP S F / T P S F / T P SF/TP S F / T P SF/ T P SF/ T P S F / T P S F / T P S F / T P SF/TP SF / T P SF / T P S F / T P SF/TPSF/T P SF/TP TP SF/TP SF/T P SF / T P X X X X X X X X X X X X LOD LOD LOD LOD LOD LO D LO D LO D LOD LODLOD LOD LOD LOD LOD L O D LO D LO D LO D LO D LOD LOD LO D L O D LO D L O D LO D LO D LO D LO D LOD LO D LOD LOD L O D LO D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LO D LOD LO D LO D LOD LOD LOD LOD LO DLOD LOD L O D LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD X X X X X X X X XX XX XXXX X X X X X X X X X X X X X X X X X X X X XX XX XX XX XX XX X X X X 3804120.97 SF SCM #11 SCM #13 SCM #12 XX XX XX XX XX XX XX XX LO D L O D L O D L O D LO D LO D LO D L O D LOD L O D L O D LOD LO D LO D LODLODLOD LOD LOD LOD LOD LOD LOD L O D LO D LOD LOD L O D L O D LOD L O D LOD LOD XXXX XXXX 2 8 0 2 8 0 2 8 0 2 9 0 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 0 - O V E R A L L E R O S I O N - S T A G E 1 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 3 : 1 9 : 0 9 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 C6.00 GRAPHIC SCALE 1 inch = 200 ft. 200 0 100 200 400 OV E R A L L E R O S I O N CO N T R O L - S T A G E 1 BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DISTURBED AREA: TOTAL = 84 ACRES SECTION 6 = 8 AC SECTIONS 7 & 8 = 46 AC SECTION 9 = 12 AC SECTION 10 = 18 AC EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN CHECKDAM XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 WO O D S C R E E K R O A D PR O P O S E D 8 8 ' P U B L I C R / W SR 1 1 5 4 ST R E E T L (5 5 ' P U B L I C R O W ) 11' 6' LE 8' SIDE SETBACK8' SIDE SETBACK VWDE 11'6' 24' SEE CROSS SECTION F ON C9.03 239 240 241 422425426423424 84 83 215 87 214 221 213 101 236 220 212 100 235 219 211 99 91 234 218 210 98 90 233 217 97 89 232 224 216 88 223 80 85 242 238 181 182 183 177 178 179 180 174 175 176 184 188 187189 150 151 128 152 145 123 146 154 147 117 202 255 256 272 204 273 274 190 346347348350351 345 378 377 358 375 357 383 382 373379 361 193 262 278 194 263 279 195 264 280 196 281 282 251 259 267 275 191 252 260 268 276269 198 254 270 239 240 241 242 150 151 128 152 145 123 146 154 147 117 181 182 183 177 178 179 180 174 175 176 184 188 187189 238 272 204 273 274 190 346347348350351 345 375 357 383 382 373379 361 193 262 278 194 263 279 195 264 280 196 281 282 251 259 267 275 191 252 260 268 276269 198 254 270 202 255 256 80 85 84 422425426423424 83 231 215 87 230 214 237 229 221 213 101 236 228 220 212 100 235 227 219 211 99 91 234 218 98 90 233 217 97 89 232 224 216 88 223 378 377 358 404 405 406 407 408 410 411 412 413 414 419418417416 7 15 8 16 9 17 10 18 3 11 19 4 12 20 5 13 22 6 14 34 42 33 40 32 39 23 38 37 36 35 41 1 2 43 46 65 73 66 67 68 76 69 70 63 64 72 45 71 79 78 81 82 86 92 93 94 95 102 103 104 105 106 107 108 109 111 112 113 114 110 387 421 384 363 356 271 245 247 248 249 258 203 197 192 186 185 155 153 149 148 144 142141140139138137136135134132133130129127126125124119118116 77 96 226 415 420 143 120 121 122 131 250 253 277 246 225 222 390392393395396 326 327 328 329 330 331 332 333 334 317318319320321322323324325 21 44 24 25 26 27 28 29 30 74 75 243 244 201 200 199 257 261 265 266 409 385389394401400399398 381 380 376 374 372 371 370 369 368 367 366 365 364 362 360 359 353 352 349355354 115 206208207 205209 585354555657 6059 6261 397402 391 388 386 403 427428429430431435432433434436 31 W O O D S C R E E K R O A D 6 0 ' P U B L I C R I G H T O F W A Y S R 1 1 5 4 STREET D CAROLINA SPRINGS BLVDWO O D F I E L D D E A D E N D R D ALLEY 1 ALLEY 3 OPEN S P A C E SEE C 2 . 9 WOODS CR E E K R O A D 60' PUBLIC R I G H T O F W A Y SR 1154 WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y SR 1 1 5 4 SS SS SS SS SSSS SS SS SS S S SS SS S S SS SS SS SS SS SS SS SS SS SS >> > > > > > > > > >> > > > > > > > > POND POND 18" RCP 15" RCP 2 4 " R C P 15" RCP US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R / W (BM 2 0 1 9 P G 1 7 7 9 ) 125' D U K E E N E R G Y T R A N S M I S S I O N LINE R / W R E S E R V A T I O N (BM 2 0 1 9 P G 1 7 7 9 ) 4" METAL PIPE INV: 296.26' W O O D S C R E E K R O A D (6 0 ' P U B L I C RI G H T O F W A Y ) W O O D S C R E E K R O A D (6 0 ' P U B L I C R I G H T O F W A Y ) WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y LE L A N D C R E S T D R I V E (82 ' P U B L I C R I G H T O F W A Y ) 30054321.67RCP24 INV 30057316.63RCP24 INV 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H x x x R R G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW W W W W W W W W W W W W W W R R R R R R R R R R R R R R RRRRR R R R R R R R R R R R R R R 27 0 27 0 270 270 270 2 7 0 270 27 0 270 27 0 27 0 2 7 0 27 0 2 7 0 2 7 0 28 0 280 280 280 28 0280 280 280 280 28 0 2 8 0 28 0 2 8 0 280 280 280 280 280 2 8 0 2 8 0 280 2 8 0 280 2 8 0 28 0 2 8 0 290 290290 2 9 0 290 290 2 9 0 2 9 0 29 0 2 9 0 29 0 29 0 290 2 9 0 290 290 290 290 290 290 290 290 290 290 290 290 290 290 2 9 0 290290 29 0 2 9 0 290 290 29 0 29 0 290 2 9 0 29 0 2 9 0 2 9 0 2 9 0 29 0 2 9 0 290 290 290 290 300 300 300 30 0 3 0 0 30 0 30 0 300 300 300 3 0 0 300 300 30 0 300 300 300 300 300 300 30 0 300 300 300 300 300 300 30 0 300 300 3 0 0 300 300 300 300 300 3 0 0 300 30 0 3003 0 0 300 300 300300 300 300 3 1 0 310 310310 310 3 1 0 310 3 1 0 310310 310 3 1 0 310 310 310 3 1 0 310310 310 310310 31 0 310 31 0 310 31 0 3 1 0 31 0 3 1 0 31031 0 3 1 0 3 1 0 3 1 0 310 310 310 3 1 0 310 3 1 0 310 3 1 0 310310 310 310 310 310 310 3 1 0 310 3 1 0 310 31 0 310 3203 2 0 32 0 3 2 0 320 320 3 2 0 32 0 320 32 0 3 2 0 32 0 32 0 320 3 2 0 320 320 32 0 3 2 0 32 0 3 2 0 32 0 320 320 320 32 0 32 0 32 0 3 2 032 0 3 2 0 330330 330 3 3 0 330 3 3 0 33 0 330 330 330 330 3 3 0 330 330 340 3 4 0 340 340 3 4 0 290 29 0 29 0 290 300 30 0 300 31 0 310 3 1 0 310 31 0 310 310 320 32 0 320 3 2 0 3 2 0 3 2 0 3 2 0 3 2 0 3 2 0 3 3 0 3 3 0 33 0 34 0 27 0 280 280 28 0 28 0 28 0 28 0 2 8 0 29 0 29 0 29 0 2 9 0 2 9 0 300 30 0 30 0 3 0 0 30 0 310310 310 310 310 310 310 310 280 280 290 290 300 31 0 31 0 31 0 32 0 300 31 0 31 0 31 0 32 0 3 2 0 32 0 2 7 0 27 0 27 0 2 7 0 28 0 2 8 0 2 8 0 2 8 0 28 0 28 0 2 8 0 280280 2 8 0 290 290 290 290 2 9 0 2 9 0 29 0 30 0 300 300 3 0 0 30 0 30 0 300 3 0 0 3 0 0 3 0 0 3 0 0 3 0 0 3 0 0 3 1 0 3 1 0 31 0 3 1 0 31 0 31 0 31 0 31 0 310 3 1 0 3 1 0 3 1 0 3 1 0 320 3 2 0 3 2 0 32 0 32 0 32 0 3 2 0 32 0 32 0 32 0 32 0 32 0 DUKE ENERGY PROGRESS LLC FORMERLY FIRST CITIZENS BANK TRACT (SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581) DUKE LAND UNIT #1183088 PIN: 0730634462 LAND USE: STATE ASSESSED WAKE COUNTY DUKE ENERGY PROGRESS LLC FORMERLY E. CECIL ALLEN TRACT (SEE DB 1961, PG. 457 & CP&L DRAWING #L-D-3008) DUKE LAND UNIT #1183017 PIN: 0629649092 LAND USE: STATE ASSESSED WAKE COUNTY BETTY SNEED, JOHN & DORA BURRELL DB 16690, PG. 99 & 17-E-2417 PIN: 0730466163 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ KEMP HARRIS & SHARON REEVES DB 2260, PG. 670, 17-E-1184 & 07-E-1185 PIN: 0730555717 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ SAMUEL HARRIS DB 2764, PG. 11 PIN: 0730552477 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ DELORES HORTON DB 8201, PG. 2115 PIN: 0730652261 LAND USE: MOBILE ZONING: R30 TOWN OF HOLLY SPRINGS ETJ HH TRINITY APEX INVESTMENTS LLC DB 12651, PG. 1128 PIN: 0730852539 LAND USE: VACANT ZONING: SD (APEX) TOWN OF APEX DC GOODWIN FARM DB 14057, PG. 1499 PIN: 0730124768 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ LENNAR CAROLINAS LLC DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS DB 17612, PG. 1928 PIN: 0730533724 LAND USE: VACANT ZONING: PUD TOWN OF HOLLY SPRINGS PROPOSED E-51 SCHOOL TPSF/TP TP T P TP TP TP T P T P SF / T P TP T P SF/TP S F / T P S F / T P SF/TP S F / T P SF/ T P SF/ T P S F / T P S F / T P S F / T P SF/TP SF / T P SF / T P S F / T P SF/TPSF/T P SF/TP TP SF/TP SF/T P SF / T P X X X X X X X X X X X X LOD LOD LOD LOD LOD MA T C H L I N E LO D LO D LO D LOD LODLOD LOD LOD LOD LOD L O D LO D LO D LO D LO D LOD LOD LO D L O D LO D L O D LO D LO D LO D LO D LOD LO D LOD LOD L O D LO D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LO D LOD LO D LO D LOD LOD LOD LOD LO DLOD LOD L O D LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD 3804120.97 SF MA T C H L I N E MA T C H L I N E MATCHLINE MATCHLINE SCM #11 SCM #13 SCM #12 LO D L O D L O D L O D LO D LO D LO D L O D LOD L O D L O D LOD LO D LO D LODLODLOD LOD LOD LOD LOD LOD LOD L O D LO D LOD LOD L O D L O D LOD L O D LOD LOD SS S S SCM #15 SCM #14 SCM #10 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 1 - O V E R A L L E R O S I O N - S T A G E 2 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 3 : 3 2 : 4 9 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 C6.01 GRAPHIC SCALE 1 inch = 200 ft. 200 0 100 200 400 OV E R A L L E R O S I O N CO N T R O L - S T A G E 2 BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DISTURBED AREA: TOTAL = 84 ACRES SECTION 6 = 8 AC SECTIONS 7 & 8 = 46 AC SECTION 9 = 12 AC SECTION 10 = 18 AC EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN CHECKDAM XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 30277260.77 CMP INV 10'W 7.2'H G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS APPROX. LOCATION OF EXISTING GAS LINE TOP OF BANK 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y SR 1 1 5 4 >TD >TD >TD >TD>TD>TD>TD >TD >TD >TD>TD>TD>TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE CONSTRUCTION ENTRANCE (TYP.) EXISTING DIVERSION DITCH TO REMAIN (PROJECT #20-17-01) EXISTING SLOPE DRAIN TO REMAIN (PROJECT #20-17-01) EXISTING HORSESHOE CHECKDAM TO REMAIN (PROJECT #20-17-01) EXISTING DISSIPATER PAD TO REMAIN (PROJECT #20-17-01)EXISTING SKIMMER TO REMAIN (PROJECT #20-17-01) EXISTING BAFFLES TO REMAIN (PROJECT #20-17-01) EXISTING SB #19/SCM #10 TO REMAIN LO D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LODLODLOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD MA T C H L I N E 270 2 7 0 270 27 0 275 275 280 280280280 280 280 285 285 285 285 285 285 290 290 290 290 290 290 290 290 295 295 295 295 295 295 295 295 2 9 5 295 2 9 5 3 0 0 300 30 0 300 30 0 300 300 300 300 300 3 0 0 30 0 3 0 0 305 305 305 305 310 310 310 3153 1 5 315 315 315 315315 3 1 5 320 320 320 320 32 0 325 325 3 2 5 330 330 TP TP TP TP TP TP TP TP SF / T P SF / T P SF/TP SF/TP SF/TP SF/TP TP TP TPTPTPTPTPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/ T P SF/ T P SF/TPSF/TP SF/TP SF/TP SF/TP SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P S F / T P SF/TP S F / T P SF/TP SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP TP TPTP TPTP TP TPTPTPTP 506 260.43CMP84 30276260.76 CMP INV 10'W 7.2'H 30277260.77 CMP INV 10'W 7.2'H 30280260.63 CMP INV 10'W 7.2'H x G G G G G 30 ' P U E LODLODLOD LOD LOD LOD LOD MA T C H L I N E 270 2 7 0 275 SF/TP SF/TP SF/TPSF/TP SF/TP SF/TP SF / T P SF / T P SF/TP S F / T P S F / T P SF / T P SF / T P SF / T P SF / T P S F / T P TP SF / T P ER O S I O N C O N T R O L SE C T I O N 6 - S T A G E 1 C6.02 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 2 - O V E R A L L S E C T I O N 6 - S T A G E 1 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 5 : 1 5 : 2 8 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. TOHS RIPARIAN BUFFER STREAM TOP OF BANK DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 275 275275275275 275 280 280 280 280 2 8 5 285 285 285 285 285 285 285 290 290 290 290 290 29 0 290 290 290290 290 290 2 9 0 29 0 295 295 295 295 295 2 9 5 295 295 300 300300 3 0 0 300300 30 5 3 0 5 305 305 305 30 5 3 0 5 305305 30 5 3 0 5 310 31 0 310 310310 310 310 310 310 310 310 31 0 3 1 0 31 5 31 5 315 3 1 5 3 1 5 320 320 3 2 0 320 32 5 32 53 2 5 32 5 30277260.77 CMP INV 10'W 7.2'H W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS APPROX. LOCATION OF EXISTING GAS LINE SEE CROSS SECTION F ON C9.03 TOP OF BANK 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y SR 1 1 5 4 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE 8' X 6' DISSIPATER PAD (CLASS 1) 12' X 9' DISSIPATER PAD (CLASS 1) LO D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LODLODLOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD MA T C H L I N E SCM #10 STREET K (51' PUBLIC R/W) 280 280 285 285 285 290 290 290 2 9 5 295 300 300 3 0 0 305 305 310 310 31 0 310310 310 315 320 325 30 5 310 31 5 TP TP TP TP TP TP TP TP SF / T P SF / T P SF/TP SF/TP SF/TP SF/TP TP TP TPTPTPTPTPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/ T P SF/ T P SF/TPSF/TP SF/TP SF/TP SF/TP SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P S F / T P SF/TP S F / T P SF/TP SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP TP TPTP TPTP TP TPTPTPTP 506 260.43CMP84 30276260.76 CMP INV 10'W 7.2'H 30277260.77 CMP INV 10'W 7.2'H 30280260.63 CMP INV 10'W 7.2'H x G G G G G LODLODLOD LOD LOD LOD LOD MA T C H L I N E SF/TP SF/TP SF/TPSF/TP SF/TP SF/TP SF / T P SF / T P SF/TP S F / T P S F / T P SF / T P SF / T P SF / T P SF / T P S F / T P TP SF / T P ER O S I O N C O N T R O L SE C T I O N 6 - S T A G E 2 C6.03 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 3 - O V E R A L L S E C T I O N 6 - S T A G E 2 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 5 : 2 4 : 0 5 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. TOHS RIPARIAN BUFFER STREAM TOP OF BANK DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H x x R R R R R G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R 239 240 241 422425426423424 84 83 215 87 214 221 213 101 236 220 212 100 235 219 211 99 91 234 218 210 98 90 233 217 97 89 232 224 216 88 223 80 85 242 238 383 239 240 241 242 238 383 80 85 84 422425426423424 83 231 215 87 230 214 237 229 221 213 101 236 228 220 212 100 235 227 219 211 99 91 234 218 98 90 233 217 97 89 232 224 216 88 223 404 405 406 407 408 410 411 412 413 414 419418417416 65 73 66 67 68 69 70 63 64 72 71 79 78 81 82 86 92 93 94 95 102 103 104 105 106 107 108 109 111 112 113 114 110 387 421 384 245 247 116 77 96 226 415 420 246 225 222 390392393395396 74 243 244 409 385389 394 401 400 399 398 115 208209 397402 391 388 386 403 427428429430431435432433434436 MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ W O O D S C R E E K R O A D 6 0 ' P U B L I C R I G H T O F W A Y S R 1 1 5 4 WO O D F I E L D D E A D E N D R D WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y SR 1 1 5 4 28 0 28 5 29 0 2 8 0 2 8 5 2 8 5 285 2 8 5 290 2 9 0 295 2 9 5 2 7 5 275 2 7 5 2 8 0 280 2 8 0 2 8 5 28 5 2 8 5 290 295 300 2 7 5 2 7 5 2 7 5 2 8 0 2 8 0 2 8 0 2 8 5 2 9 0 2 9 5 290 290 290 290 290 290 295300305 27 0 27 0 TP TP TPTPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP S F / T P SF/TPSF/TP SF/TP SF/ T P SF/TP SF/TP SF/TP S F / T P S F / T P SF/TP SF/TP SF/T P SF/T P SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF/TP SF / T P SF/TPSF/TPSF/TPSF/TP SF/TPSF/T P SF/TPSF/TP SF/TP SF/T PSF/TP SF/TP S F / T P S F / T P S F / T P SF / T P SF / T P S F / T P SF / T P S F / T P SF/TP S F / T P SF/TP SF/TP SF/TP S F / T P SF / T P S F / T P S F / T P S F / T P SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P S F / T P S F / T P S F / T P SF/ T P SF / T P SF / T P SF/ T P S F / T P S F / T P SF / T P SF / T P S F / T P SF / T P SF / T P S F / T P TP TP T P T P SF / T P SF / T P SF/TP SF / T P SF/TP SF/TP SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP TPTP S F / T P SF/TP SF/TP SF/TP SF/TP SF/TP TP TPTP TPTP T P T P T P T P T P SF / T P SF / T P TP TP TP T P T P S F / T P SF/TP S F / T P S F / T P SF/TP SF/ T P SF/TP SF/TP S F / T P S F / T P SF/T P SF/ T P SF / T P SF/ T P SF/TP S F / T P S F / T P S F / T P S F / T P S F / T P S F / T P SF/TPSF/TP SF / T P SF / T P 2 8 0 28 5 29 0 2 9 5 3 0 0 30 0 300 3 0 5 30 5 3 0 5 3 1 0 3 1 0 3 1 0 3 1 5 315 3 1 5 3 2 0 295 300 3 0 5 305 305 310 31 0 3 1 5 315 28 0 28 5 2 9 0 2 9 5 30 0 3 0 5 31 0 3 1 5 32 0 2 8 0 28 5 2 9 0 29 5 300 3 0 5 3 1 0 3 1 5 3 1 0 3 1 5 3 1 5 315 315 3 2 0 320 3 2 0 320 295 300 290 295 300 305 310 315 > T D >T D >T D >T D >TD >TD >T D >TD>TD>TD >TD >TD >TD >TD >TD >T D >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD>TD >TD >TD >TD >TD>TD>TD >TD > T D >T D >T D >T D >T D >T D > T D >TD >TD >T D >T D >T D >T D >TD >TD >TD >TD >TD >TD >TD >TD >TD>TD >TD>TD>TD>TD>TD>TD>TD>TD>TD>TD >TD >T D >TD>TD>TD>TD>TD>TD >TD >TD >TD >TD LO D LO D LO D LOD LO D LO D LOD LODLODLODLOD LODLOD LO D LOD LOD LOD LO DLOD LOD LOD LOD LO D L O D LO D LO D LO D LOD LO D L O D LOD L O D LODLOD LO D LOD LO D L O D LO D LO D L O D L O D LO D LOD LO D L O D LO D LO D LO D L O D LOD L O D L O D L O D LOD LOD LOD LOD LO D LO D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD L O D LODLOD LODL O D LOD LOD LOD LOD LOD LO D LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD L O D L O D LOD LOD LODLOD LODLOD LOD LOD LOD LOD LOD LOD LODLODLOD LO D LOD LOD LOD LOD LOD LOD LO D >TD >TD >TD >TD >TD>TD>TD >TD >TD >T D >T D >T D XX XX XX XX XX XX XX XX X X X X XX XX XX X X X X X X X X X X X X X X X X X X X X X X X X X X XX XX XXXXXX XX XX XX XX XX XX XX XX XX XX XX XXXXXXXX XX XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX XX XX XX XX XX X X X X XX XX XX XX XX XX X X X X XX XX XX XX X X X X X X X X XX XX XX XX X X X X XX XX X X X X X X X X X X X X X X X X DIVERSION DITCH - 1B NAG S75BN LINED DIVERSION DITCH - 1A NAG S75BN LINED DIVERSION DITCH - 13B NAG S75BN LINED DIVERSION DITCH - 13A NAG S75BN LINED DIVERSION DITCH - 3B NAG S75BN LINED DIVERSION DITCH - 3A NAG S75BN LINED DIVERSION DITCH - 11A NAG S75BN LINED DIVERSION DITCH - 11B NAG S150BN LINED DIVERSION DITCH - 5B NAG S75BN LINED DIVERSION DITCH - 5A NAG S75BN LINED DIVERSION DITCH - 4A NAG S75BN LINED EXISTING DIVERSION DITCH TO REMAIN (PROJECT #20-17-01) SB #1 SB #2 EXISTING SB #20/SCM #12 SCM #13 SB #3 SCM #11 SB #5 SB #4 3804120.97 SF SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 4 - O V E R A L L S E C T I O N 7 - 8 - S T A G E 1 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 5 : 2 3 : 2 4 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 C6.04 GRAPHIC SCALE 1 inch = 200 ft. 200 0 100 200 400 OV E R A L L E R O S I O N CO N T R O L S E C T I O N 7 - 8 - ST A G E 1 BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DISTURBED AREA: 81.5 ACRES EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 30277260.77 CMP INV 10'W 7.2'H G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R R EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS APPROX. LOCATION OF EXISTING GAS LINE 239 240 236 235 234 233 232 238 239 240 238 231 230 237 229 236 228 235 227 234 233 232 226 TOP OF BANK 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 >TD >TD >TD >TD >T D > T D > T D >TD>TD>TD>TD>TD>TD >TD >TD >TD>TD>TD >TD >TD >TD >TD>TD >T D >T D >TD >TD >TD >TD >TD >TD >TD>TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD>TD>TD >TD >TD>TD >TD >TD >TD >TD >TD>TD>TD>TD>TD>TD >TD > T D > T D > T D > T D >T D >T D >T D >T D >T D >T D >T D >T D >T D > T D > T D > T D > T D >TD >TD >TD >T D >T D >T D >T D >T D >T D >T D >T D > T D >TD>TD >TD >TD>TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD>TD>TD>TD LO D LO D LO D L O D LO D LOD LO D LOD LOD LO D LO D LOD LOD LODLOD LOD LODLODLODLODLODLODLOD LODLODLOD LO D LO DLODLOD LODLOD LOD LOD LO D LOD L O D LOD LOD LOD LOD L O D LO D LO D LO D LODLOD L O D LO D LO D LO D LO D LO D LO D L O D LO D LO D L O D L O D LO D LO D LOD L O D L O D LOD LOD LOD LOD LO D L O D L O D L O D LOD LO D LO D LOD LOD LOD LOD LOD LO D LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD L O D L O D LO D LO D LO D L O D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD L O D LO D LODLOD LOD LODLOD LOD LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LOD LODLODLODLODLOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D XX XX XXXX XX XX XX XX XX XX XXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X X X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X X X XXXXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XX X X XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X X X X X X X XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X X X X X X X X X X X XX XX XX XX XX XX XX XX XX XX XX XX X X X X X X X X X X X X X X X X X X XX XX XX XX XX XX XX XX X X X X X X X X X X X X XX XX XX XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE CONSTRUCTION ENTRANCE (TYP.) CONSTRUCTION ENTRANCE (TYP.) CONSTRUCTION ENTRANCE (TYP.) 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) SB #3 TOP OF DAM: 292 WEIR ELEV: 290.5 BOTTOM POND: 287 SCM #11 TOP OF DAM: 282 WEIR ELEV: 277 BOTTOM POND: 271.5 SB #5 TOP OF DAM: 274 WEIR ELEV: 272.5 BOTTOM POND: 269 SB #4 TOP OF DAM: 295 WEIR ELEV: 293.5 BOTTOM POND: 290 DIVERSION DITCH - 3B NAG S75BN LINED DIVERSION DITCH - 3A NAG S75BN LINED DIVERSION DITCH - 11A NAG S75BN LINED DIVERSION DITCH - 11B NAG S150BN LINED DIVERSION DITCH - 5B NAG S75BN LINED DIVERSION DITCH - 5A NAG S75BN LINED DIVERSION DITCH - 4A NAG S75BN LINED SKIMMER (TYP.) HORSESHOE CHECK DAM (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 3B - SLOPE 15" SLOPE DRAIN (TYP.) SKIMMER (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) 10' X 6' DISSIPATER PAD (CLASS 1) 3A - SLOPE 15" SLOPE DRAIN (TYP.) HORSESHOE CHECK DAM (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) SKIMMER (TYP.) 10' X 6' DISSIPATER PAD (CLASS 1) 4A - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) SKIMMER (TYP.) 10' X 6' DISSIPATER PAD (CLASS 1) 5A - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 5B - SLOPE 15" SLOPE DRAIN (TYP.) HORSESHOE CHECK DAM (TYP.) 11A - SLOPE 15" SLOPE DRAIN (TYP.) SKIMMER (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 11B - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) 3804120.97 SF MA T C H L I N E MATCHLINE MATCHLINE 275 2 7 5 275 275 2 7 5 275 275 275 2 7 5 275 27 5 280 280 280 28 0 2 8 0 280 280 285 285 285 285 285 285 28 5 285 285 290 290 290 290 290 290 2 9 0 290 2 9 0 29 0 290 295 295 295 295 295 295 295 300 300 300 30 0 300 300 300 305 305 305 305 305 305 305 31 0 310 310 315 315 320 3 2 0 290 2 9 0 290 290 290 2 9 5 29 5 295 300 305 27 0 27 0 27 0 275 2 7 5 275 2 7 5 2 7 5 280 2 8 0 280 2 8 0 280 2 8 0 280 2 8 5 2 9 0 2 9 5 275 2 7 5 2 8 0 2 8 0 2 8 5 2 8 5 SF / T P SF/TP SF/TP SF/TP SF/TP TP TP TPTPTPTPTPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/ T P S F / T P SF/TP SF/T P S F / T P SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF/T P SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TP SF / T P SF / T P SF/ T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/ T P SF/ T P SF/TPSF/TP SF/TP SF/TP SF/TP SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P S F / T P SF/TP S F / T P S F / T P SF / T P SF/ T P SF / T P SF / T P SF / T P S F / T P SF / T P SF / T P S F / T P S F / T P SF / T P S F / T P S F / T P S F / T P SF / T P S F / T P SF/T P SF / T P SF/TP SF/TP SF/TP SF/TP S F / T P SF/T P SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP TP TPTPTPTP SF/TP SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP TP TPTP TPTP TP TPTPTPTP ER O S I O N C O N T R O L SE C T I O N 7 - 8 - S T A G E 1 C6.05 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 5 - C 6 . 0 7 - S E C T I O N 7 - 8 - S T A G E 1 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 5 : 3 0 : 3 0 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION 100 YR FLOODPLAIN TOHS RIPARIAN BUFFER STREAM TOP OF BANK FLOODWAY DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 R R R R R R R R R R R R EXISTING WETLANDS EX I S T I N G W E T L A N D S 239 240 241 242 238 239 240 241 242 238 404 405 401 400402 403 435 434436 > T D > T D >T D >T D >T D >T D >T D >T D >TD >TD >TD >TD >TD>TD>TD>TD>TD>TD >TD >TD >TD>TD>TD >TD >TD >TD >TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD >TD >TD >TD >T D >TD >TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD >TD >T D >T D >T D >T D >TD >TD >TD LO D LOD L O D L O D LODLODLOD LOD LOD LO D LOD LOD LO D LO D L O D LO D LO D L O D L O D LO D L O D L O D LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LO D LO D LO D L O D LO D L O D LOD LODL O D LO D LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D LOD LO D LOD LOD LOD LO D LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD L O D L O D LO D LOD LO D LOD LOD LOD LOD L O D LOD >TD >TD >TD >TD >TD >TD >TD >TD >TD>TD>TD>TD>TD >TD >TD >TD >TD >T D >T D >T D >T D >T D >T D >T D XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X X X X X X X X X X X XX XX XX XX X X X X X X XX X X X X X X X X X X X X X X X X XX XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX XX XX XX XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX XX XX XX XX XX XX XX X X X X X X X X X X X X XX XX XX XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CONSTRUCTION ENTRANCE (TYP.) CONSTRUCTION ENTRANCE (TYP.) 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) SB #1 TOP OF DAM: 286 WEIR ELEV: 284.5 BOTTOM POND: 281 SB #2 TOP OF DAM: 289 WEIR ELEV: 287.5 BOTTOM POND: 284 SCM #13 TOP OF DAM: 286 WEIR ELEV: 282 BOTTOM POND: 274 DIVERSION DITCH - 1B NAG S75BN LINED DIVERSION DITCH - 1A NAG S75BN LINED DIVERSION DITCH - 13B NAG S75BN LINED DIVERSION DITCH - 13A NAG S75BN LINED DIVERSION DITCH - 3B NAG S75BN LINED EXISTING DIVERSION DITCH TO REMAIN (PROJECT #20-17-01) EXISTING SLOPE DRAIN TO REMAIN (PROJECT #20-17-01) EXISTING HORSESHOE CHECKDAM TO REMAIN (PROJECT #20-17-01) EXISTING DISSIPATER PAD TO REMAIN (PROJECT #20-17-01) EXISTING SKIMMER TO REMAIN (PROJECT #20-17-01) EXISTING BAFFLES TO REMAIN (PROJECT #20-17-01) EXISTING SB #20/SCM #12 TO REMAIN HORSESHOE CHECK DAM (TYP.) 1A - SLOPE 15" SLOPE DRAIN (TYP.) HORSESHOE CHECK DAM (TYP.) 1B - SLOPE 15" SLOPE DRAIN (TYP.) SKIMMER (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) SKIMMER (TYP.) HORSESHOE CHECK DAM (TYP.) 13B - SLOPE 15" SLOPE DRAIN (TYP.) SKIMMER (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 13A - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) 10' X 6' DISSIPATER PAD (CLASS 1) 10' X 6' DISSIPATER PAD (CLASS 1) SKIMMER (TYP.) 10' X 6' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) MA T C H L I N E MATCHLINE MATCHLINE 275 280 280 28 5 285 285 285 285 285 290 290 290 290 290 290 290 290 290 290 29 5 2 9 5 295 2 9 5 295 295 295 295 295 29 5 300 300 300 300 300 300 300 300 305 305 305 305 305 305 310 310 310 310 310 310 31 0 315 3 1 5 315 3 2 0 320 3 2 0 320 325330 275 2 7 5 2 7 5 2 8 0 2 8 0 2 8 0 2 8 5 2 8 5 2 8 5 2 9 0 29 5 30 0 2 8 0 2 8 5 2 8 5 285 2 8 5 290 2 9 0 295 2 9 5 2 8 5 2 8 5 285 285 285 290 295 SF / T P SF/TPSF/TP S F / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP S F / T P SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/ T P S F / T P SF/TP SF/T P SF/TP SF/TP SF/TP SF/T P SF/TP SF/T P SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P S F / T P S F / T P S F / T P SF/TPSF/TP SF/TP SF/TP SF/TP SF / T P SF / T P S F / T P S F / T P SF / T P S F / T P S F / T P S F / T P S F / T P S F / T P SF / T P SF/ T P SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P S F / T P S F / T P SF/T P SF / T P SF/TP SF/TP SF/TP SF/TP S F / T P SF / T P S F / T P ER O S I O N C O N T R O L SE C T I O N 7 - 8 - S T A G E 1 C6.06 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 5 - C 6 . 0 7 - S E C T I O N 7 - 8 - S T A G E 1 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 5 : 3 0 : 5 9 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION FLOODWAY 100 YR FLOODPLAIN TOHS RIPARIAN BUFFER STREAM TOP OF BANK FLOODWAY 100 YR FLOODPLAIN DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 50 6 26 0 . 4 3 CM P 8 4 30 2 7 6 26 0 . 7 6 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 7 7 26 0 . 7 7 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 8 0 26 0 . 6 3 CM P I N V 1 0 ' W 7 . 2 ' H G G G G EX I S T I N G W E T L A N D S 30' PUE SCM #14 EXISTING WETLANDS LO D LOD LODLOD LO D LOD LOD LO D LOD LOD LOD L O D LOD LOD LO D LO D LO D LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LODLOD L O D LOD LOD LOD LOD LODLOD LODLOD LOD LOD LOD LOD LOD L O D LO D LOD LO D LO D LOD END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE 15 ' X 7 . 5 ' D I S S I P A T E R P A D (N C D O T C L A S S B ) WE I R E L E V : 2 7 2 . 5 BO T T O M P O N D : 2 6 9 10 ' X 6 ' D I S S I P A T E R P A D 10 ' X 6 ' D I S S I P A T E R P A D SK I M M E R ( T Y P . ) MATCHLINEMATCHLINE 265 265 2 7 0 2 7 0 270270270 270 270 270 2 7 0 275275 2 7 5 27527 5275 2 7 5 275 2 7 5 SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TPSF/TP S F / T P SF/ T P SF/TPSF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P SF/TPSF/TP SF/TP SF/TP SF/TP SF/ T P SF / T P SF/T P SF / T P SF/TP SF/TP SF/TP S F / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF/TP SF/TP TPTP T P T P TP TP TP TP T P TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TP SF/TPSF/TP SF/TP SF/TP SF / T P SF/TP SF/TP ER O S I O N C O N T R O L SE C T I O N 7 - 8 - S T A G E 1 C6.07 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 5 - C 6 . 0 7 - S E C T I O N 7 - 8 - S T A G E 1 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 5 : 3 1 : 2 8 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. FLOODWAY100 YR FLOODPLAIN TOHS RIPARIAN BUFFER STREAM TOP OF BANK FLOODWAY 100 YR FLOODPLAIN DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 2 8 0 28 5 2 9 0 2 9 5 3 0 0 3 0 5 310 31 5 3 2 0 28 5 29 029 530 030531031 5 3 2 0 320 27 0 27 5 2 8 0 2 8 5 29 0 29 5 29 5 2 9 5 30 0 300 30 0 305 305 30 5 3 1 0 31 0 31 0 31 5 2 7 0 2 7 5 28 0 28 5 29 0 29 5 300 30 530530 5 30 5 3 0 5 31 0 31 0 3 1 0 315 3 1 5 3 1 5 3 2 0 3 2 5 32 5 2 7 0 27 5 28 0 2 8 5 29 0 29 5 3 0 0 3 0 5 31 0 3 1 0 3 1 0 3 1 5 3 2 0 3 2 5 32 5 2 7 5 28 0 285 29 0 2 9 5 300 305 3 0 5 305305305 31 0 3 1 5 32 0 27 5 28 0 285285 28 5 29 0 290 290 2 9 5 295 295 29 5 29 5 29 5 295 300 30 0 300 305 305 305 310 310 310 315 3 2 0 290 295 295 295 30 0 300 300 300 300 30 5 305 305305 305 3 1 0 310 31 0 3 1 0 3 1 0 310 31 0310 310 31 5 31 5 315 31 5 31 5 315315 32 0 320 32 0 320 3 1 5 32 0 32 5 325 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H x x R R R R R G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R 11' 6' VWDE 11'6' 24' SCM #14 SEE CROSS SECTION F ON C9.03 239 240 241 422425426423424 84 83 215 87 214 221 213 101 236 220 212 100 235 219 211 99 91 234 218 210 98 90 233 217 97 89 232 224 216 88 223 80 85 242 238 383 239 240 241 242 238 383 80 85 84 422425426423424 83 231 215 87 230 214 237 229 221 213 101 236 228 220 212 100 235 227 219 211 99 91 234 218 98 90 233 217 97 89 232 224 216 88 223 404 405 406 407 408 410 411 412 413 414 419418417416 65 73 66 67 68 69 70 63 64 72 71 79 78 81 82 86 92 93 94 95 102 103 104 105 106 107 108 109 111 112 113 114 110 387 421 384 245 247 116 77 96 226 415 420 246 225 222 390392393395396 74 243 244 409 385389 394 401 400 399 398 115 208209 397402 391 388 386 403 427428429430431435432433434436 MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MATTIE HARRIS HEIRS DB 9105, PG. 2362 & 16-E-2429 PIN: 0730644708 LAND USE: VACANT ZONING:R30 TOWN OF HOLLY SPRINGS ETJ W O O D S C R E E K R O A D 6 0 ' P U B L I C R I G H T O F W A Y S R 1 1 5 4 WO O D F I E L D D E A D E N D R D WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y SR 1 1 5 4 LO D LO D LO D LOD LO D LO D LOD LODLODLODLOD LODLOD LO D LOD LOD LOD LO DLOD LOD LOD LOD LO D L O D LO D LO D LO D LOD LO D L O D LOD L O D LODLOD LO D LOD LO D L O D LO D LO D L O D L O D LO D LOD LO D L O D LO D LO D LO D L O D LOD L O D L O D L O D LOD LOD LOD LOD LO D LO D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD L O D LODLOD LODL O D LOD LOD LOD LOD LOD LO D LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD L O D L O D LOD LOD LODLOD LODLOD LOD LOD LOD LOD LOD LOD LODLODLOD LO D LOD LOD LOD LOD LOD LOD LO D 3804120.97 SF MA T C H L I N E MA T C H L I N E MATCHLINE MATCHLINE SCM #11 SCM #13 SCM #12 2 9 4 2 9 3 29 3 290 2 9 5 3 0 0 3 0 5 3 1 0 3 1 5 3 2 0 32 2 29 0 28 528 3 283 283 284 285 285 285 285 284 275 2 7 0 270 271 28 0 2 8 2 281 2 9 5 2 9 5 2 9 3 2 9 6 3 1 5 300 305 310 315 320 290 295 300 29 5 295 2 9 5 2 9 6 294 29 0 3 0 0 3 0 5 3 1 0 289 288 2 8 8 2 8 8 2 8 5 2 8 0 27 5 275 280 2 7 0 2 7 5 27 0 27 5 28 0 28 5 2 8 5 28 5 2 8 5 2 8 5 2 9 0 27 0 27 5 27 5 28 0 28 0 2 7 5 2 8 0 2 8 5 29 0 27 5 28 028 5 28 5 27 5 27 527 5 28 0 28 0 28 0 SCM #10 TP TP TPTPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP S F / T P SF/TPSF/TP SF/TP SF/ T P SF/TP SF/TP SF/TP S F / T P S F / T P SF/TP SF/TP SF/T P SF/T P SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF/TP SF / T P SF/TPSF/TPSF/TPSF/TP SF/TPSF/T P SF/TPSF/TP SF/TP SF/T PSF/TP SF/TP S F / T P S F / T P S F / T P SF / T P SF / T P S F / T P SF / T P S F / T P SF/TP S F / T P SF/TP SF/TP SF/TP S F / T P SF / T P S F / T P S F / T P S F / T P SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P S F / T P S F / T P S F / T P SF/ T P SF / T P SF / T P SF/ T P S F / T P S F / T P SF / T P SF / T P S F / T P SF / T P SF / T P S F / T P TP TP T P T P SF / T P SF / T P SF/TP SF / T P SF/TP SF/TP SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP TPTP S F / T P SF/TP SF/TP SF/TP SF/TP SF/TP TP TPTP TPTP T P T P T P T P T P SF / T P SF / T P TP TP TP T P T P S F / T P SF/TP S F / T P S F / T P SF/TP SF/ T P SF/TP SF/TP S F / T P S F / T P SF/T P SF/ T P SF / T P SF/ T P SF/TP S F / T P S F / T P S F / T P S F / T P S F / T P S F / T P SF/TPSF/TP SF / T P SF / T P SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 8 - O V E R A L L S E C T I O N 7 - 8 - S T A G E 2 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 5 : 4 0 : 5 0 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 C6.08 GRAPHIC SCALE 1 inch = 200 ft. 200 0 100 200 400 OV E R A L L E R O S I O N CO N T R O L S E C T I O N 7 - 8 - ST A G E 1 BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 DISTURBED AREA: 81.5 ACRES EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 SF / T P SF/TP SF/TP SF/TP SF/TP TP TP TPTPTPTPTPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/ T P S F / T P SF/TP SF/T P S F / T P SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF/T P SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TP SF / T P SF / T P SF/ T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/ T P SF/ T P SF/TPSF/TP SF/TP SF/TP SF/TP SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P S F / T P SF/TP S F / T P S F / T P SF / T P SF/ T P SF / T P SF / T P SF / T P S F / T P SF / T P SF / T P S F / T P S F / T P SF / T P S F / T P S F / T P S F / T P SF / T P S F / T P SF/T P SF / T P SF/TP SF/TP SF/TP SF/TP S F / T P SF/T P SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP TP TPTPTPTP SF/TP SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP TP TPTP TPTP TP TPTPTPTP 2 6 5 30277260.77 CMP INV 10'W 7.2'H X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R R R R R R R R R R R R R R EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS APPROX. LOCATION OF EXISTING GAS LINE 239 240 236 235 234 233 232 238 239 240 238 231 230 237 229 236 228 235 227 234 233 232 226 TOP OF BANK 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 LO D LO D LO D L O D LO D LOD LO D LOD LOD LO D LO D LOD LOD LODLOD LOD LODLODLODLODLODLODLOD LODLODLOD LO D LO DLODLOD LODLOD LOD LOD LO D LOD L O D LOD LOD LOD LOD L O D LO D LO D LO D LODLOD L O D LO D LO D LO D LO D LO D LO D L O D LO D LO D L O D L O D LO D LO D LOD L O D L O D LOD LOD LOD LOD LO D L O D L O D L O D LOD LO D LO D LOD LOD LOD LOD LOD LO D LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD L O D L O D LO D LO D LO D L O D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD L O D LO D LODLOD LOD LODLOD LOD LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LOD LODLODLODLODLOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE CONSTRUCTION ENTRANCE (TYP.) CONSTRUCTION ENTRANCE (TYP.) CONSTRUCTION ENTRANCE (TYP.) 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) 18' X 9' DISSIPATER PAD (CLASS 1) 18' X 9' DISSIPATER PAD (CLASS 1) 3804120.97 SF MA T C H L I N E MATCHLINE MATCHLINE SCM #11 SCM #13 STREET F (55' PUBLIC R / W ) ALLEY 12 (PRIVATE) STREET J (55' PUBLIC R / W ) STREET F (55' PUBLIC R/W) S T R E E T E ( 5 1 ' P U B L I C R / W ) 270 270 270 275 275 27 5 275 280 280 280 280 280 280 280 280 280 285 285 285 285 285 285 285 285 285 285 285 285 285 285 290 290 290 290 290 29 0 2 9 0 290 29 0 290 290 290 290 290 295 295 295 295 2 9 5 295 295 295 300 300 30 0 300 300 300 300 305 305 305 305 3 0 5 305 305 310 3 1 0 31 0 31 0 310 310 310 315 315 320 3 2 0 285 28 5 28 5 28 5 285 28 5 28 5 28 5 28 5 28 5 2 8 5 2 8 5 2 9 0 29 0 295 2 9 5 295 295 295 295 2 9 5 2 9 5 2 9 5 2 9 5 29 5 2 9 5 3 0 0 3 0 0 3 0 0 3 0 0 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 3 0 5 3 1 0 3 1 0 3 1 0 3 1 0 3 1 0 3 1 0 3 1 5 3 1 5 3 1 5 3 1 5 3 1 5 3 1 5 32 0 32 0 32 0 3 2 0 32 0 32 5 32 5 32 5 32 5 2 7 0 27 0 27 0 27 0 270 2 7 5 2 7 5 2 7 5 2 7 5 2 7 5 2 7 5 2 7 5 27 5 275 2 7 5 27 5 2 8 0 2 8 0 2 8 0 2 8 0 28 0 2 8 0 2 8 0 28 0 28 0 2 8 5 2 8 5 2 8 5 29 0 29 5 295 2 9 5 3 0 0 3 0 5 3 1 0 31 0 310 315 320 ER O S I O N C O N T R O L SE C T I O N 7 - 8 - S T A G E 2 C6.09 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 9 - C 6 . 1 1 - S E C T I O N 7 - 8 - S T A G E 2 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 4 : 5 0 : 1 3 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION 100 YR FLOODPLAIN TOHS RIPARIAN BUFFER STREAM TOP OF BANK FLOODWAY DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 SF / T P SF/TPSF/TP S F / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP S F / T P SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/ T P S F / T P SF/TP SF/T P SF/TP SF/TP SF/TP SF/T P SF/TP SF/T P SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P S F / T P S F / T P S F / T P SF/TPSF/TP SF/TP SF/TP SF/TP SF / T P SF / T P S F / T P S F / T P SF / T P S F / T P S F / T P S F / T P S F / T P S F / T P SF / T P SF/ T P SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P S F / T P S F / T P SF/T P SF / T P SF/TP SF/TP SF/TP SF/TP S F / T P SF / T P S F / T P X X X X X X X X X X X X X X X X X X X X X X X X X X X X R R R R R R R R R R R R EXISTING WETLANDS EX I S T I N G W E T L A N D S 239 240 241 242 238 239 240 241 242 238 404 405 401 400402 403 435 434436 LO D LOD L O D L O D LODLODLOD LOD LOD LO D LOD LOD LO D LO D L O D LO D LO D L O D L O D LO D L O D L O D LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LO D LO D LO D L O D LO D L O D LOD LODL O D LO D LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D LOD LO D LOD LOD LOD LO D LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD L O D L O D LO D LOD LO D LOD LOD LOD LOD L O D LOD CONSTRUCTION ENTRANCE (TYP.) CONSTRUCTION ENTRANCE (TYP.) 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) 24' X 12' DISSIPATER PAD (CLASS 1) 5' X 3.75' DISSIPATER PAD (CLASS 1) 27' X 13.5' DISSIPATER PAD (CLASS 1) MA T C H L I N E MATCHLINE MATCHLINE SCM #13 SCM #12 CAROLINA SPRINGS BLVD. (VAR. PUBLIC R/W) STREET D (51' PUBLIC R/W) ST R E E T H (6 3 ' P U B L I C R / W ) S T R E E T E ( 5 1 ' P U B L I C R / W ) 270270 270 270 2 7 5 275 2 7 5 275 275 280 280 280 285 285 285 285 290 290 29 0 290 290 290 290 290 290 290 295 295 295 295 295 295 295 295 295 300 300 300 3 0 0 300 300 300 300 30 0 300 305305 305 30 5 305 30 5 305 305 310 310 310 310 310 310 315 31 5 315 3 1 5 315 320320 3 2 0 320 325330 2 7 5 2 7 5 2 7 5 2 7 5 2 7 5 2 8 0 2 8 0 2 8 0 2 8 5 2 8 5 2 8 5 2 8 5 2 9 0 290 29 0 295295 295 2 9 5 30 0 300 300 3 0 0 30 0 30 0 30 0 30 5 30 5 30 5 30 5 30 5 30 5 30 5 305 31 0 31 0 31 0 31 0 31 0 31 0 31 0 310 3 1 5 31 5 31 5 31 5 31 5 31 5 31 5 31 5 31 5 32 0 32 0 32 0 32 0 32 5 32 5 ER O S I O N C O N T R O L SE C T I O N 7 - 8 - S T A G E 2 C6.10 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 9 - C 6 . 1 1 - S E C T I O N 7 - 8 - S T A G E 2 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 4 : 5 1 : 0 9 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION FLOODWAY 100 YR FLOODPLAIN TOHS RIPARIAN BUFFER STREAM TOP OF BANK FLOODWAY 100 YR FLOODPLAIN DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TPSF/TP S F / T P SF/ T P SF/TP SF/TPSF/TP SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P SF/TPSF/TP SF/TP SF/TP SF/TP SF/ T P SF / T P SF/T P SF / T P SF/TP SF/TP SF/TP S F / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF/TP SF/TP TPTP T P T P TP TP TP TP T P TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TP SF/TPSF/TP SF/TP SF/TP SF / T P SF/TP SF/TP 2 6 5 2 6 5 265 265 265 265 270 2 7 0 27 0 270 2 7 0 27 0 2 7 0 270 270 270 27 5 27527 5 275 275 2 7 5 275 275 2 7 5 280 280 2 8 0 280280 280280 285 285 285 285285 28 5 28 5 2 8 5 285 290 290 290290 290 29 0 2 9 0 290 295 295 29 5 295 295 29 5 2 9 5 295 30 0 300 300 300 3 0 5 30 5 305 3 0 5 50 6 26 0 . 4 3 CM P 8 4 30 2 7 6 26 0 . 7 6 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 7 7 26 0 . 7 7 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 8 0 26 0 . 6 3 CM P I N V 1 0 ' W 7 . 2 ' H G G G G G EX I S T I N G W E T L A N D S 30' PUE SCM #14 EXISTING WETLANDS LO D LOD LODLOD LO D LOD LOD LOD L O D LOD LOD LOD L O D LOD LOD LO D LO D LO D LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LODLOD L O D LOD LOD LOD LOD LODLOD LODLOD LOD LOD LOD LOD LOD L O D LO D LOD LO D LO D LOD END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE 15 ' X 7 . 5 ' D I S S I P A T E R P A D (N C D O T C L A S S B ) MATCHLINEMATCHLINE STREET N (51' PUBLIC R/W) STREET N (51' PU B L I C R / W ) WOO D S C R E E K R O A D (PR O P O S E D 8 8 ' P U B L I C R / W ) 270 270 275 275 275 275 275 275 275 275 275 275 275 280 280 280 280 280 280280 280 280 280 285 285 285285 285 285 285290 290 2 7 0 2 7 0 2 7 0 27 0 2 7 0 2 7 0 27 0 2 7 0 270 275 2 7 5 27 5 2 7 5 2 8 0 2 8 0 2 8 0 28 5 2 8 5 285285285285 2 9 029029 5295300 3 0 0 270 2 7 0 275 2 7 5 ER O S I O N C O N T R O L SE C T I O N 7 - 8 - S T A G E 2 C6.11 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 9 - C 6 . 1 1 - S E C T I O N 7 - 8 - S T A G E 2 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 4 : 5 1 : 5 8 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. FLOODWAY100 YR FLOODPLAIN TOHS RIPARIAN BUFFER STREAM TOP OF BANK FLOODWAY 100 YR FLOODPLAIN DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> 30 1 6 8 30 5 . 5 5 RC P 1 8 I N V 30 1 6 9 30 6 . 8 4 RC P 1 8 I N V 30 2 7 6 26 0 . 7 6 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 7 7 26 0 . 7 7 CM P I N V 1 0 ' W 7 . 2 ' H G G G G G EXISTING WETLANDS EX I S T I N G W E T L A N D S 30' PUE OPEN SPACE PARK #2; SEE C2.12 SCM #14 EXISTING WETLANDS 50' TH O R O U G H F A R E B U F F E R Y A R D TYPE A - 5 0 50' THO R O U G H F A R E B U F F E R Y A R D TYPE A- 5 0 WOODS C R E E K R O A D 60' PUB L I C R I G H T O F W A Y SR 1154 >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >T D >TD >TD >TD >TD >TD >TD>TD>TD>TD>TD >TD >TD>TD >TD >TD >TD>TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD > T D > T D > T D >TD >TD >TD >TD>TD>TD>TD>TD>TD>TD>TD>TD >TD >T D >T D > T D > T D >TD > T D > T D >TD > T D > T D > T D >TD >TD XX XX XX XX XX XX XX XX XX XX XX XX XX XX XXXX XX XX XX XX XX XX XXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE CONSTRUCTION ENTRANCE (TYP.) 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) SB #6 TOP OF DAM: 290 WEIR ELEV: 288.5 BOTTOM POND: 285 SB #7 TOP OF DAM: 283 WEIR ELEV: 281.5 BOTTOM POND: 278 SCM #14 TOP OF DAM: 285 WEIR ELEV: 282 BOTTOM POND: 277.5 DIVERSION DITCH - 6B NAG S75BN LINED DIVERSION DITCH - 6A NAG S75BN LINED DIVERSION DITCH - 7B NAG S75BN LINED DIVERSION DITCH - 14B NAG S75BN LINED DIVERSION DITCH - 14A NAG S75BN LINED HORSESHOE CHECK DAM (TYP.) SKIMMER (TYP.) 10' X 6' DISSIPATER PAD (CLASS 1) 6A - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 6B - SLOPE 15" SLOPE DRAIN (TYP.) HORSESHOE CHECK DAM (TYP.) SKIMMER (TYP.) 10' X 6' DISSIPATER PAD (CLASS 1) 7A - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 7B - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 14A - SLOPE 15" SLOPE DRAIN (TYP.) SKIMMER (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 14B - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) DIVERSION DITCH - 7A NAG S75BN LINED LOD LOD LOD L O D LOD LODLODLODLOD LOD LODLOD L O D L O D LOD L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >T D >TD >TD >TD >TD >TD >TD>TD>TD>TD>TD >TD >TD>TD >TD >TD >TD>TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD > T D > T D > T D >TD >TD >TD >TD>TD>TD>TD>TD>TD>TD>TD>TD >TD >T D >T D > T D > T D >TD > T D > T D >TD > T D > T D > T D >TD >TD XX XX XX XX XX XX XX XX XX XX XX XX XX XX XXXX XX XX XX XX XX XX XXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE CONSTRUCTION ENTRANCE (TYP.) 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) SB #6 TOP OF DAM: 290 WEIR ELEV: 288.5 BOTTOM POND: 285 SB #7 TOP OF DAM: 283 WEIR ELEV: 281.5 BOTTOM POND: 278 SCM #14 TOP OF DAM: 285 WEIR ELEV: 282 BOTTOM POND: 277.5 DIVERSION DITCH - 6B NAG S75BN LINED DIVERSION DITCH - 6A NAG S75BN LINED DIVERSION DITCH - 7B NAG S75BN LINED DIVERSION DITCH - 14B NAG S75BN LINED DIVERSION DITCH - 14A NAG S75BN LINED HORSESHOE CHECK DAM (TYP.) SKIMMER (TYP.) 10' X 6' DISSIPATER PAD (CLASS 1) 6A - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 6B - SLOPE 15" SLOPE DRAIN (TYP.) HORSESHOE CHECK DAM (TYP.) SKIMMER (TYP.) 10' X 6' DISSIPATER PAD (CLASS 1) 7A - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 7B - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 14A - SLOPE 15" SLOPE DRAIN (TYP.) SKIMMER (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 14B - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) DIVERSION DITCH - 7A NAG S75BN LINED LOD LOD LOD L O D LOD LODLODLODLOD LOD LODLOD L O D L O D LOD L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 28 0 280 280 285 285 285 290 275 280 280 280 280 2 8 5 285 285 29 0 29 5 280 28 5 28 5 285 290 29 0 29 0 295 300 SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TPSF/TP SF / T P SF/TP SF/TPSF/TP S F / T P SF/ T P SF/TP SF/TP SF/TPSF/TP SF/TP SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P S F / T P SF/TPSF/TP SF/TP SF/TP SF/TP SF/ T P SF / T P SF/T P SF / T P SF/TP SF/TP SF/TP S F / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF/TP SF/TP TPTP T P T P TP TP TP TP T P TP TP TP TP TP TP TP TP TP TP TP TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TP SF/TPSF/TP S F / T P S F / T P SF / T P TP TP TP SF/T P SF/TP S F / T P S F / T P S F / T P SF/TP SF/ T P SF / T P SF / T P S F / T P SF / T P SF / T P SF / T P S F / T P SF/TP S F / T P SF/T P SF/T P SF / T P SF / T P SF / T P S F / T P SF/TP SF/TP SF/TP SF / T P SF/TP SF/TP SF/TP SF/TP OV E R A L L E R O S I O N CO N T R O L S E C T I O N 9 - ST A G E 1 C6.12 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 1 2 - O V E R A L L S E C T I O N 9 - S T A G E 1 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 5 : 3 8 : 1 9 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. FLOODWAY FLOODWAY 100 YR FLOODPLAIN 100 YR FLOODPLAIN TOHS RIPARIAN BUFFER STREAM TOP OF BANK DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 285 2 8 5 285 285 28 5 2 8 5 285 285 290 290 290 290 29 0 2 9 0 290 290 295 295 295 295 29 5 2 9 5 295 295 30 0 300 300 3 0 0 30030030 0 300 300 300 300 300 305 3 0 5 3 0 5 30 5 305 305 31 0 31 0 310 3 1 0 31 5 31 5 32 0 320 265 265 270 275 280 285 290 >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> 30 1 6 8 30 5 . 5 5 RC P 1 8 I N V 30 1 6 9 30 6 . 8 4 RC P 1 8 I N V 30 2 7 6 26 0 . 7 6 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 7 7 26 0 . 7 7 CM P I N V 1 0 ' W 7 . 2 ' H G G G G G EXISTING WETLANDS EX I S T I N G W E T L A N D S 30' PUE FL O O D W A Y T O P O F B A N K T O P O F B A N K OPEN SPACE PARK #2; SEE C2.12 SCM #14 EXISTING WETLANDS 50' TH O R O U G H F A R E B U F F E R Y A R D TYPE A - 5 0 50' THO R O U G H F A R E B U F F E R Y A R D TYPE A- 5 0 WOODS C R E E K R O A D 60' PUB L I C R I G H T O F W A Y SR 1154 END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) LOD LOD LOD L O D LOD LODLODLODLOD LOD LODLOD L O D L O D LOD L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) LOD LOD LOD L O D LOD LODLODLODLOD LOD LODLOD L O D L O D LOD L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 280 285 290 295 300 275 275 280 280 285 285 290 290 29 5 295 3 0 0 3 0 0 3 0 5 3 0 5 30 5 3 0 5 31 0 3 1 0 311 31 1 315 3 1 3 302 302 30 3 3 0 4 30 5 294 30 2 296 275 275 280 280 285 285 290 295 300 305 295 300 305 3 1 0 3 1 0 3 1 0 3 1 0 27 5 27 5 28 0 28 0 28 0 28 5 28 5 28 5 29 0 295 300 3 0 5 3 0 5 3 0 5 3 0 5 3 1 0 3 1 0 3 1 0 3 1 0 SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TPSF/TP SF / T P SF/TP SF/TPSF/TP S F / T P SF/ T P SF/TP SF/TP SF/TPSF/TP SF/TP SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P S F / T P SF/TPSF/TP SF/TP SF/TP SF/TP SF/ T P SF / T P SF/T P SF / T P SF/TP SF/TP SF/TP S F / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF/TP SF/TP TPTP T P T P TP TP TP TP T P TP TP TP TP TP TP TP TP TP TP TP TP SF/TP SF/TPSF/TPSF/TPSF/TPSF/TP SF/TPSF/TP S F / T P S F / T P SF / T P TP TP TP SF/T P SF/TP S F / T P S F / T P S F / T P SF/TP SF/ T P SF / T P SF / T P S F / T P SF / T P SF / T P SF / T P S F / T P SF/TP S F / T P SF/T P SF/T P SF / T P SF / T P SF / T P S F / T P SF/TP SF/TP SF/TP SF / T P SF/TP SF/TP SF/TP SF/TP OV E R A L L E R O S I O N CO N T R O L S E C T I O N 9 - ST A G E 2 C6.13 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 1 3 - O V E R A L L S E C T I O N 9 - S T A G E 2 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 5 : 4 2 : 5 5 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION BASIN/DITCH REMOVAL NOTES: -SEDIMENT BASINS MUST REMAIN IN PLACE UNTIL TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR APPROVES REMOVAL. -ALL DIVERSION DITCHES FROM THE PREVIOUS PHASES OF THE EROSION CONTROL PLAN TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. FLOODWAY FLOODWAY 100 YR FLOODPLAIN 100 YR FLOODPLAIN TOHS RIPARIAN BUFFER STREAM TOP OF BANK DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 > > > > > > x x x x x x x x x x x G EX I S T I N G W E T L A N D S EXISTING WETLANDS EXISTING WETLANDS OP E N S P A C E PA R K # 2 ; S E E C 2 . 1 2 SCM #14 EX I S T I N G W E T L A N D S DUKE ENERGY PROGRESS LLC E. CECIL ALLEN TRACT (SEE DB 1961, PG. 457 & CP&L DRAWING #L-D-3008) DUKE LAND UNIT #1183017 LAND USE: STATE ASSESSED SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R / W (BM 2 0 1 9 P G 1 7 7 9 ) 125' D U K E E N E R G Y T R A N S M I S S I O N LINE R / W R E S E R V A T I O N (BM 2 0 1 9 P G 1 7 7 9 ) 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 PROPOSED E-51 SCHOOL OPEN S P A C E SEE C 2 . 9 WOODS C R E E K R O A D 60' PUBLI C R I G H T O F W A Y SR 1154 >T D >T D > T D > T D > T D >T D >T D >TD >TD >TD >TD >TD >T D > T D > T D > T D >T D >T D >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >T D >T D >T D >T D >T D >T D >T D >T D >T D >T D >T D >T D >T D >T D >T D >TD >TD >TD >TD >T D >T D >TD >TD >TD >TD >TD >TD >TD >TD >TD >T D >T D >T D >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >T D >TD >TD >TD >TD >TD >TD >TD L O D L O D L O D L O D L O D LO D LOD LOD LO D LO D LO D L O D L O D LO D LOD LOD LOD L O D L O D L O D L O D LOD L O D L O D L O D L O D L O D L O D L O D L O D LODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLOD LOD LODLODLOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD L O D LOD LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD L O D L O D L O D LO D LOD LOD LOD LO D LO D LOD LOD LOD XXXXXXXX X X X X XXXXXXXXXXXXXXXX X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE CONSTRUCTION ENTRANCE (TYP.) 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) SCM #15 TOP OF DAM: 292 WEIR ELEV: 289 BOTTOM POND: 281 SB #8 TOP OF DAM: 305 WEIR ELEV: 303.5 BOTTOM POND: 300 DIVERSION DITCH - 15B NAG SC150BN LINED DIVERSION DITCH - 15A NAG S150BN LINED DIVERSION DITCH - 8A NAG SC150BN LINED SKIMMER (TYP.) 10' X 6' DISSIPATER PAD (CLASS 1) 7A - SLOPE 15" SLOPE DRAIN (TYP.) HORSESHOE CHECK DAM (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) HORSESHOE CHECK DAM (TYP.) 15A - SLOPE 15" SLOPE DRAIN (TYP.) SKIMMER (TYP.) HORSESHOE CHECK DAM (TYP.) 15B - SLOPE 15" SLOPE DRAIN (TYP.) 5' X 3.75' DISSIPATER PAD (CLASS 1) 21' X 10.5' DISSIPATER PAD (CLASS 1) MA T C H L I N E MATCHLINE SCM #15 2 7 5 275 275 27 5 2 7 5 275 2 7 5 285 28 5 285 285 29 0 2 9 0 290 295 295 2 9 5 295 2 9 5 295 300 300 30 0 30 5 305 31 0 310 310 3 1 0 310 3 1 0 3 1 5 31 5 3 1 5 3153 1 5 315 32 0 3 2 0 320 320 325 325 330330330 330 330 330 3 3 5 335 3 3 5 335 340 3 4 0 340 345 345345 345 345 280 285 285 285 290 290 290 300 300 305 310 SF / T P SF / T P SF/T P SF/T P SF/ T P TP TP TP TP TP T P T P T P T P T P S F / T P S F / T P SF/TP SF/TP SF/ T P S F / T P S F / T P SF/ T P SF/T P SF/TP SF/TP SF/ T P SF/ T P SF/TP S F / T P SF/TP S F / T P S F / T P S F / T P S F / T P SF/ T P SF/TP SF/TP SF/ T P SF/ T P SF / T P S F / T P SF/ T P SF/T P SF/TP SF/ T P S F / T P S F / T P S F / T P SF/TP S F / T P S F / T P S F / T P S F / T P S F / T P S F / T P S F / T P SF/TPSF/TPSF/TPSF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TPSF/TP SF/TP SF/TPSF/TP SF/TP SF/TP SF/TPSF/TP SF/TP SF/TPTP TP TP TP SF/T P SF/TP SF/TP SF/T P SF/T P SF/TP SF/T P SF/T P SF/ T P S F / T P SF/TP SF / T P SF / T P TP EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R / W (BM 2 0 1 9 P G 1 7 7 9 ) 125' D U K E E N E R G Y T R A N S M I S S I O N LINE R / W R E S E R V A T I O N >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >T D LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE MA T C H L I N E MATCHLINE 3 0 0 3 0 0 30 5 30 5 31 0 31 0 315 3 1 5 31 5 320 32 0 SF/TP SF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP TP TP TP TP TP TP SF/T P SF/TP SF/TP OV E R A L L E R O S I O N CO N T R O L S E C T I O N 1 0 - ST A G E 1 C6.14 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 1 4 - O V E R A L L S E C T I O N 1 0 - S T A G E 1 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 4 : 5 0 : 5 5 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION FLOODWAY 100 YR FLOODPLAIN TOHS RIPARIAN BUFFER STREAM TOP OF BANK DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 > > > > > > x x x x x x x x x x x G EX I S T I N G W E T L A N D S EXISTING WETLANDS EXISTING WETLANDS OP E N S P A C E PA R K # 2 ; S E E C 2 . 1 2 EX I S T I N G W E T L A N D S DUKE ENERGY PROGRESS LLC E. CECIL ALLEN TRACT (SEE DB 1961, PG. 457 & CP&L DRAWING #L-D-3008) DUKE LAND UNIT #1183017 LAND USE: STATE ASSESSED SONYA WILSON DB 2260, PG. 649 PIN: 0730457251 LAND USE: VACANT ZONING: R30 TOWN OF HOLLY SPRINGS ETJ MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R / W (BM 2 0 1 9 P G 1 7 7 9 ) 125' D U K E E N E R G Y T R A N S M I S S I O N LINE R / W R E S E R V A T I O N (BM 2 0 1 9 P G 1 7 7 9 ) 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 PROPOSED E-51 SCHOOL OPEN S P A C E SEE C 2 . 9 WOODS C R E E K R O A D 60' PUBLI C R I G H T O F W A Y SR 1154 L O D L O D L O D L O D L O D LO D LOD LOD LO D LO D LO D L O D L O D LO D LOD LOD LOD L O D L O D L O D L O D LOD L O D L O D L O D L O D L O D L O D L O D L O D LODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLOD LOD LODLODLOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD L O D LOD LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD L O D L O D L O D LO D LOD LOD LOD LO D LO D LOD LOD LOD END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE 21' X 10.5' DISSIPATER PAD (CLASS 1) MA T C H L I N E MATCHLINE SCM #15 290 2 9 0 2 9 0 2 9 0 295 2 9 5 2 9 5 2 9 5 300 300 300 3 0 0 3 0 0 3 0 0 305 305 305 3 0 5 3 0 5 310 3 1 0 3 1 0 3 1 0 31 0 31 0 31 0 310 310 3 1 0 31 5 31 5 31 5 31 5 315 315 3 1 5 3 1 5 3 1 5 3 1 5 3 1 5 31 5 320 320 320 320 320 3 2 0 3 2 0 3 2 0 3 2 0 3 2 0 3 2 0 325 32 5 325 3 2 5 3 2 5 3 3 0 3 3 0 330 330 33 0 33 5 3 3 5 3 3 5 3 3 5 3 3 5 3 3 5 3 3 5 340 34 0 34 0 345 31 7 318 30 3 312 3 1 2 311 31 0 3 0 9 309 3 0 9 3 3 7 3 4 6 3 4 5 3 4 0 3 3 5 3 3 0 3 2 5 3 2 0 3 1 5 3 1 1 31 0 3 0 5 340 345 3 3 0 3 3 5 3 4 0 3 2 5 3 3 0 34 0 34 5 335 335 295 300 300 30 5 310 310 280 28 5 285 285 28 5 285 290 290 290 29 5 30 0 305 31 0 SF / T P SF / T P SF/T P SF/T P SF/ T P TP TP TP TP TP T P T P T P T P T P S F / T P S F / T P SF/TP SF/TP SF/ T P S F / T P S F / T P SF/ T P SF/T P SF/TP SF/TP SF/ T P SF/ T P SF/TP S F / T P SF/TP S F / T P S F / T P S F / T P S F / T P SF/ T P SF/TP SF/TP SF/ T P SF/ T P SF / T P S F / T P SF/ T P SF/T P SF/TP SF/ T P S F / T P S F / T P S F / T P SF/TP S F / T P S F / T P S F / T P S F / T P S F / T P S F / T P S F / T P SF/TPSF/TPSF/TPSF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TPSF/TP SF/TP SF/TPSF/TP SF/TP SF/TP SF/TPSF/TP SF/TP SF/TPTP TP TP TP SF/T P SF/TP SF/TP SF/T P SF/T P SF/TP SF/T P SF/T P SF/ T P S F / T P SF/TP SF / T P SF / T P TP EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S 30' H O L L Y S P R I N G S CAPE F E A R B U F F E R 125' D U K E E N E R G Y T R A N S M I S S I O N L I N E R/W R E S E R V A T I O N ( B M 2 0 1 9 P G 1 7 7 9 ) EXIS T I N G D U K E E N E R G Y T R A N S M I S S I O N R / W (BM 2 0 1 9 P G 1 7 7 9 ) 125' D U K E E N E R G Y T R A N S M I S S I O N LINE R / W R E S E R V A T I O N LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE END SILT/TREE PROTECTION FENCE START TREE PROTECTION FENCE MA T C H L I N E MATCHLINE 310 SF/TP SF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP TP TP TP TP TP TP SF/T P SF/TP SF/TP OV E R A L L E R O S I O N CO N T R O L S E C T I O N 1 0 - ST A G E 2 C6.15 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 1 5 - O V E R A L L S E C T I O N 1 0 - S T A G E 2 . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 4 : 4 2 : 4 6 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 30' TYPE B LANDSCAPE SCREEN - B-75 30' TYPE B LANDSCAPE SCREEN - B-225 EROSION CONTROL LEGEND TP TREE PROTECTION FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF SF/TP SILT FENCE SILT FENCE/TREE PROTECTION FENCE >TD TEMPORARY DIVERSION DITCH INLET PROTECTION SILT FENCE OUTLET SKIMMER BASIN TEMPORARY SLOPE DRAIN XX XX BAFFLES HORSESHOE INLET PROTECTION SKIMMER BASIN REMOVAL CHECKDAM LIMITS OF CONSTRUCTION FLOODWAY 100 YR FLOODPLAIN TOHS RIPARIAN BUFFER STREAM TOP OF BANK DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 6 . 1 6 - C 6 . 1 7 E R O S I O N C O N T R O L N O T E S & D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 2 9 : 1 9 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 ER O S I O N C O N T R O L N O T E S C6.16 GROUND STABILIZATION CHART SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS DIKES, SWALES, DITCHES, AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. EROSION CONTROL NOTES: 1.RECEIVING WATERSHED: CAPE FEAR RIVER 2.RECEIVING WATERCOURSE: BIG BRANCH 3.TOTAL LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE:TOTAL = 84 AC 3.1.SECTION 6 = 8 AC 3.2.SECTIONS 7 & 8 = 46 AC 3.3.SECTION 9 = 12 AC 3.4.SECTION 10 = 18 AC 4.ANY AREA DISTURBANCES BY CONTRACTOR NOT SHOWN ON THE CONSTRUCTION DRAWINGS ARE TO BE PERMITTED THROUGH THE APPROPRIATE PERMITTING AGENCY. 5.PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICE OR STRUCTURE. 6.PROVIDE A ROLLED EROSION CONTROL PRODUCT (RECP) TO STABILIZE DISTURBED DITCHES IF ANY SIGNS OF SCOURING ARE EVIDENT EVEN IF NO RECP HAS BEEN SHOWN ON THE CONSTRUCTION DRAWINGS. 7.NO STOCK OR WASTE PILES ARE ALLOWED WITHIN 50' OF STREAMS OR DRAINAGE STRUCTURES. 8.WHERE DEWATERING OF TRENCHES, PITS, AND OTHER EXCAVATIONS BECOMES NECESSARY THE DISCHARGE MUST BE DIVERTED TO A SEDIMENT FILTER BAG BEFORE BEING DISCHARGED TO THE GROUND. 9.ADEQUATE EROSION CONTROL MEASURES MUST BE INSTALLED, MAINTAINED, AND ADJUSTED AS NEEDED DURING THE DEMOLITION OR CLEARING AND GRUBBING PHASES AS WELL AS THROUGHOUT THE LIFE OF THE PROJECT AND UNTIL PERMANENT VEGETATION IS ESTABLISHED. 10.NO SEDIMENT BASIN SHALL BE REMOVED WITHOUT THE APPROVAL OF THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. EROSION CONTROL SELF INSPECTION: NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPECTION PROGRAM: THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 4B.0131. THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT (919) 791-4200. RESTORATION OF WETLAND AREAS - SPECIAL REQUIREMENTS: A.BOUNDARIES OF WETLANDS TO BE RESTORED WILL BE STAKED IN THE FIELD BY A LICENSED SURVEYOR TO ENSURE THAT THE DISTURBED WETLANDS ARE RESTORED IN THEIR ENTIRETY. B.ALL FILL PLACED WITHIN THE WETLAND AREAS SHALL BE REMOVED AND EXCAVATED DOWN TO NATIVE SOILS. C.LOGGING MATS AND STEEL PLATES WITHIN WETLAND AREAS SHALL BE REMOVED PRIOR TO FINAL GRADING. D.WETLAND AREAS SHALL BE RESTORED TO NATURAL GRADE AS SHOWN ON SHEET C1.0. TOPOGRAPHIC SURVEY DATA COLLECTED BY WITHERSRAVENEL DURING THE DESIGN PHASE OF THE PROJECT WILL BE USED TO DETERMINE THE NATURAL GRADE OF THE RESTORED WETLANDS. DURING GRADING ACTIVITIES, THE CONTRACTOR SHALL HAVE A SURVEY CREW ON SITE TO ENSURE THAT THE FINISHED GRADE OF THE RESTORED WETLANDS MATCHES THE PRE-CONSTRUCTION CONTOURS WITHIN THE DISTURBED WETLANDS. E.GRADING WITHIN WETLAND AREAS SHALL USE ONLY NATIVE WETLAND SOILS. OFFSITE FILL WILL NOT BE USED TO ASSIST WITH GRADING EFFORTS. F.SURFACE WATER CONTROL MEASURES TO BE INSTALLED PRIOR TO THE BEGINNING OF ANY WORK. G.AREAS TO BE SEEDED SHALL BE RIPPED APPROXIMATELY 6" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 6" TO 8" DEEP. H.LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH. I.UPON SUCCESSFUL RESTORATION OF THE NATURAL CONTOURS OF THE DISTURBED WETLANDS, THE DISTURBED WETLAND AREAS SHALL BE SEEDED WITH NATIVE HERBACEOUS WETLAND SPECIES TO PROVIDE STABILIZATION UNTIL NATURAL RECRUITMENT DIVERSIFIES THE VEGETATION COMPOSITION OF THESE AREA. THE DISTURBED WETLANDS WILL BE SEEDED WITH A WETLAND SEED MIXTURE CONSISTING OF THE FOLLOWING SPECIES AND APPLICATION RATES: SEEDING MIXTURE SPECIES BOTANICAL NAME APPLICATION RATE SOFT RUSH JUNCUS EFFUSUS 2.5 LBS / ACRE SMART WEED POLYGONUM PENSYLVANICUM 2 LBS / ACRE LIZARD'S TAILS AURURUS CERNUS 2 LBS / ACRE RYE GRAIN SECALE CEREALE 40 LBS / ACRE (USED AS FILLER TO INCREASE SEED DISPERSION) J.WETLAND AREAS SHALL BE COVERED WITH A 100% BIODEGRADABLE "JUTE” TYPE EROSION CONTROL NETTING OR EQUAL INSTALLED PER MANUFACTURER DIRECTIONS. SEEDING AND MULCHING: SEEDING AND MULCHING SHALL BE CARRIED OUT IMMEDIATELY BEHIND CONSTRUCTION IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS: SHOULDERS, SIDE DITCHES, SLOPES (3:1 MAX.) DATE TYPE PLANTING/ACRE AUG 15 - NOV 1 TALL FESCUE 300 LBS NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS. MAR 1 - APR 15 TALL FESCUE 300 LBS. APR 15 - JUNE 30 HULLED COMMON BERMUDA GRASS 25 LBS. JULY 15 - AUG 15 TALL FESCUE AND 35 LBS . *** BROWN TOP MILLET OR *** SORGHUM-SUDAN HYBRIDS SLOPES (3:1 TO 2:1) DATE TYPE PLANTING/ACRE MAR 1 - JUNE 1 SERICEA LESPEDEZA (SCARIFIED) AND 50 LBS. MAR 1 - APRIL 15 ADD TALL FESCUE AND 120 LBS. MAR 1 - JUNE 30 ADD WEEPING LOVE GRASS OR 10 LBS. MAR 1 - JUNE 30 ADD HULLED COMMON BERMUDA GRASS 25 LBS. JUNE 1 - SEP 1 *** TALL FESCUE AND 120 LBS. *** BROWN TOP MILLET OR 35 LBS. *** SORGHUM-SUDAN HYBRIDS 30 LBS. SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED)AND 70 LBS. TALL FESCUE 120 LBS. NOV 1 - MAR 1 ADD ABRUZZI RYE 25 LBS. ***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. A CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE SHALL BE CONSULTED FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. ANY VARIATION FROM THIS LIST SHALL BE PRE-APPROVED BY THE TOWN. NARRATIVE: 1.PROJECT DESCRIPTION THE PURPOSE OF THE PROJECT IS TO CONSTRUCT CAROLINA SPRINGS PHASE 6-10. 2.PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING WILL CONSIST OF GRASSES TYPICAL OF THE AREA AND INSPECTION AND MAINTENANCE PERFORMED TO CONFIRM ESTABLISHMENT. 3.PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES A.STOCKPILES STOCKPILES WILL BE USED WHEN THE STORAGE OF EXCESS FILL MATERIAL IS NECESSARY. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS MEASURERS REQUIRED. STOCKPILES SHOULD BE STABILIZED AND/OR SURROUNDED WITH SEDIMENT FENCE TO PREVENT RUNOFF. B.CONSTRUCTION ENTRANCES CONSTRUCTION ENTRANCES WILL BE PROVIDED TO REDUCE EROSION OF SEDIMENT INTO WETLANDS AND WATERWAYS CAUSED BY HEAVY TRUCKS AND MACHINERY ENTERING AND LEAVING THE PROJECT SITE. THIS PRACTICE ALSO PLAYS AN IMPORTANT ROLE IN COMMUNITY PERCEPTION OF THE PROJECT BY MINIMIZING THE DIRT AND MUD THAT IS TRACKED ONTO STREETS.EXISTING WOODFIELD DEAD END ROAD WILL NEED TO REMAIN ACCESSIBLE AT ALL TIMES TO ALLOW PROPERTY OWNERS TO THE NORTH CONTINUED ACCESS. SEE C5.9 FOR ADDITIONAL INFORMATION. C.SILT FENCE SEDIMENT FENCE WILL BE CONSTRUCTED AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING DITCHES AND ADJACENT WATERWAYS. D.SILT FENCE OUTLETS/STONE DRAINS SILT FENCE OUTLETS SHALL BE INSTALLED ALONG THE SILT FENCE AT LOCATIONS WHERE SIGNS OF CONCENTRATED FLOW OCCUR AND WILL BE FIELD ADJUSTED AS REQUIRED. THE STONE DRAINS ARE USED TO LET WATER TRAPPED BEHIND THE SILT FENCE TO ESCAPE DOWNSTREAM HELPING TO PREVENT THE WEIGHT OF DETAINED WATER FROM COLLAPSING THE SILT FENCE AND ALLOWING TRAPPED SEDIMENT TO ENTER ADJACENT PROPERTY, WETLANDS, AND WATERWAYS. E.EROSION CONTROL MATTING EROSION CONTROL MATTING SHALL BE USED ON DISTURBED DITCHES AND SWALES. MATTING IS INTENDED TO STABILIZE SOIL ON DISTURBED SLOPES WHILE HOLDING SEED AND MULCH IN PLACE ALLOWING VEGETATION TO BECOME ESTABLISHED. DEPENDING UPON THE SLOPE AND DEPTH OF ANTICIPATED RUNOFF, DIFFERENT MATTING TYPES MAY BE NECESSARY FOR DIFFERENT APPLICATIONS. F.EROSION CONTROL STONE EROSION CONTROL STONE SHALL BE USED ON DISTURBED CREEK AND STREAM CROSSINGS. EROSION CONTROL STONE IS INTENDED TO STABILIZE SIDES AND BOTTOMS ON DISTURBED CREEK AND STREAM CROSSINGS WHILE ALLOWING VEGETATION TO BECOME ESTABLISHED. DEPENDING UPON THE SLOPE AND DEPTH OF ANTICIPATED RUNOFF, DIFFERENT GRADES OF EROSION CONTROL STONE MAY BE NECESSARY FOR DIFFERENT APPLICATIONS. G.TEMPORARY STREAM CROSSINGS TEMPORARY STREAM CROSSINGS ARE CONSTRUCTED WHERE CONSTRUCTION EQUIPMENT WILL HAVE TO CROSS THE EXISTING WATERCOURSE ADJACENT TO THE UTILITY LINE. THIS PRACTICE WILL PROVIDE FOR EROSION AND SEDIMENT CONTROL AS WELL AS REDUCE THE LIKELIHOOD OF EQUIPMENT BEING IMPACTED IN STREAMBEDS. H.SEEDING, FERTILIZING, AND MULCHING SEEDING, FERTILIZING, AND MULCHING ARE A PERMANENT FORM OF EROSION CONTROL. GROUNDCOVER SHALL BE PROVIDED WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES. R SECTION 6 - CONSTRUCTION SEQUENCE: 1.ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH SEDIMENTATION AND EROSION CONTROL STANDARDS AND PRACTICES PRESCRIBED BY THE TOWN OF HOLLY SPRINGS. A PRECONSTRUCTION MEETING WITH THE TOHS INSPECTOR AND ENVIRONMENTAL SPECIALIST WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION. 2.FLAG PROPERTY LINES, EASEMENTS, BUFFERS, AND TREE PROTECTION AREAS. CONTACT THE TOWN OF HOLLY SPRINGS PLANNING DEPARTMENT'S CODE ENFORCEMENT OFFICER TO OBTAIN APPROVAL FOR TREE PROTECTION FENCING LOCATIONS. 3.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SKIMMER BASINS, STONE DRAINS, AND OTHER MEASURES AS SHOWN ON THE DRAWINGS. CLEAR ONLY AS REQUIRED TO INSTALL THESE DEVICES. 4.INSTALL TEMPORARY STREAM CROSSINGS USING BRIDGE MATS. 5.BEGIN LIMITED CLEARING AND GRUBBING ACTIVITIES AS DIRECTED BY THE OWNER. 6.BEGIN CONSTRUCTION AND INSTALLATION OF UTILITY LINE(S). 7.BEGIN EXCAVATION AND TRENCHING ACTIVITIES ONLY AFTER ALL REQUIRED EROSION CONTROL MEASURES HAVE BEEN INSTALLED 8.STOCKPILE TOPSOIL AND SUITABLE FILL MATERIAL. INSTALL SILT FENCE AROUND STOCKPILE AREAS. DISPOSE OF UNSUITABLE SOILS AND ALL OTHER WASTE MATERIALS OFF-SITE IN A LEGAL MANNER. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS MEASURERS REQUIRED. 9.BACKFILL AND ESTABLISH FINISHED GRADE IMMEDIATELY AFTER PIPES HAVE BEEN INSTALLED. 10.AS SITE IS BEING BROUGHT TO FINISHED GRADE, CONTRACTOR TO ENSURE SEDIMENT LADEN RUNOFF IS DIRECTED TO INLET PROTECTION AT STORM INLETS OR TEMPORARY DIVERSION DITCHES. CONTRACTOR TO RELOCATE OR INSTALL ADDITIONAL TEMPORARY DIVERSION DITCHES AS NECESSARY DURING GRADING OPERATIONS TO DIRECT SEDIMENT LADEN RUNOFF TO BASINS. 11.GROUNDCOVER SHALL BE PROVIDED IN ACCORDANCE TO THE GROUND STABILIZATION CHART. 12.CONTRACTOR TO CONDUCT A WEEKLY SITE INSPECTION, AFTER EACH RAINFALL EVENT IN EXCESS OF 1 2-INCH AND PERFORM ANY NECESSARY MAINTENANCE, 13.MAINTENANCE CONSISTS OF REMOVING SEDIMENT FROM CHECK DAMS AND FROM BEHIND SILT FENCES, MAKE NECESSARY REPAIRS AS DIRECTED BY INSPECTOR, OWNER, OR ENGINEER. 14.THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO ENSURE THAT NO SILT LEAVES THE PROJECT SITE AND ENTERS ANY NATURAL STREAM OR WATERWAY AND MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 15.ALL EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE PROTECTED VIA TREE PROTECTION FENCING. LOCATE FENCING AS FAR AS PRACTICABLE FROM THE VEGETATION THE FENCE IS TO PROTECT. 16.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH VEGETATION OR STONE BASE. ALL AREAS INDICATED TO BE PAVED SHALL BE STABILIZED WITH STONE AS SOON AS THEY ARE BROUGHT TO FINAL GRADE. MAINTAIN DIVERSIONS, INLET PROTECTION AND SEDIMENT BASINS UNTIL SITE IS COMPLETELY STABILIZED. 17.SLOPES SHALL BE NO STEEPER THAN 2:1 FOR VEGETATIVE COVER. 18.SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS, INCLUDING ALL STORAGE, STAGING, AND OFF SITE STAGING, IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH ON THE PLANS. 19.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED, CALL THE TOWN OF HOLLY SPRINGS FOR AN INSPECTION BY AN ENVIRONMENTAL INSPECTOR. 20.IF SITE IS APPROVED, REMOVE ANY TEMPORARY DIVERSIONS, SILT FENCES, SEDIMENT TRAPS, ETC., AND REGRADE AND SEED OR STABILIZE ANY RESULTING DISTURBED AREAS. 21.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL TOWN OF HOLLY SPRINGS FOR A FINAL SITE INSPECTION BY AN ENVIRONMENTAL INSPECTOR. OBTAIN CERTIFICATE OF COMPLETION. 22.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THE DRAWINGS. 23.THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCING AROUND SPOIL PILES AT BORING PITS IF PIT IS LEFT OPEN OVERNIGHT OR IF A RAIN EVEN IS EMINENT. PLASTIC SHEETING MAY ALSO BE USED TO COVER PILES. SECTIONS 7 & 8 - CONSTRUCTION SEQUENCE: 1.ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH SEDIMENTATION AND EROSION CONTROL STANDARDS AND PRACTICES PRESCRIBED BY THE TOWN OF HOLLY SPRINGS. A PRECONSTRUCTION MEETING WITH THE TOHS INSPECTOR AND ENVIRONMENTAL SPECIALIST WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION. 2.FLAG PROPERTY LINES, EASEMENTS, BUFFERS, AND TREE PROTECTION AREAS. CONTACT THE TOWN OF HOLLY SPRINGS PLANNING DEPARTMENT'S CODE ENFORCEMENT OFFICER TO OBTAIN APPROVAL FOR TREE PROTECTION FENCING LOCATIONS. 3.INSTALL CONSTRUCTION ENTRANCE#1, SILT FENCE, SKIMMER BASINS, STONE DRAINS, AND OTHER MEASURES AS SHOWN ON THE DRAWINGS. CLEAR ONLY AS REQUIRED TO INSTALL THESE DEVICES. 4.INSTALL TEMPORARY STREAM CROSSINGS USING BRIDGE MATS. 5.BEGIN LIMITED CLEARING AND GRUBBING ACTIVITIES AS DIRECTED BY THE OWNER. 6.INSTALL TEMPORARY BYPASS CHANNELS PER C7.9 AND INSTALL CULVERTS PER PLANS. ESTABLISH FINISHED GRADE ONCE THE CULVERTS ARE INSTALLED. 7.BEGIN CONSTRUCTION AND INSTALLATION OF UTILITY LINE(S). 8.INSTALL TEMPORARY CREEK CROSSINGS AS SHOWN ON PLANS AND AS DESCRIBED IN STREAM UTILITY CROSSING PROCEDURES. ALL IN-STREAM CONSTRUCTION ACTIVITY SHOULD TAKE PLACE IN GOOD WEATHER CONDITIONS. BYPASS PUMPING PIPING SHALL BE CONSIDERED INCIDENTAL IF REQUIRED DURING CONSTRUCTION. A.INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING AND PUMP TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN THE STREAM. B.INSTALL UPSTREAM DAM AND DOWNSTREAM DAM WITH POLYETHYLENE FACING. C.INSTALL EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF STREAM IN THE CONSTRUCTION AREA. D.INSTALL SEDIMENT FILTER BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA BETWEEN STONE DAM USING THE FILTER BAG. E.INSTALL THE NEW PIPELINE. F.UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, POLYETHYLENE, AND TEMPORARY CMP, DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL WITH STREAM BOTTOM. G.INSTALL RIP RAP TO STABILIZE STREAM BANKS. H.REMOVE TEMPORARY EARTH BERM AND SEDIMENT BAGS AND STABILIZE AREAS AS INDICATED ON DRAWINGS. 9.BEGIN EXCAVATION AND TRENCHING ACTIVITIES ONLY AFTER ALL REQUIRED EROSION CONTROL MEASURES HAVE BEEN INSTALLED 10.STOCKPILE TOPSOIL AND SUITABLE FILL MATERIAL. INSTALL SILT FENCE AROUND STOCKPILE AREAS. DISPOSE OF UNSUITABLE SOILS AND ALL OTHER WASTE MATERIALS OFF-SITE IN A LEGAL MANNER. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS MEASURERS REQUIRED. 11.BACKFILL AND ESTABLISH FINISHED GRADE IMMEDIATELY AFTER PIPES HAVE BEEN INSTALLED. 12.AS SITE IS BEING BROUGHT TO FINISHED GRADE, CONTRACTOR TO ENSURE SEDIMENT LADEN RUNOFF IS DIRECTED TO INLET PROTECTION AT STORM INLETS OR TEMPORARY DIVERSION DITCHES. CONTRACTOR TO RELOCATE OR INSTALL ADDITIONAL TEMPORARY DIVERSION DITCHES AS NECESSARY DURING GRADING OPERATIONS TO DIRECT SEDIMENT LADEN RUNOFF TO BASINS. 13.GROUNDCOVER SHALL BE PROVIDED IN ACCORDANCE TO THE GROUND STABILIZATION CHART. 14.CONTRACTOR TO CONDUCT A WEEKLY SITE INSPECTION, AFTER EACH RAINFALL EVENT IN EXCESS OF 1 2-INCH AND PERFORM ANY NECESSARY MAINTENANCE, 15.MAINTENANCE CONSISTS OF REMOVING SEDIMENT FROM CHECK DAMS AND FROM BEHIND SILT FENCES, MAKE NECESSARY REPAIRS AS DIRECTED BY INSPECTOR, OWNER, OR ENGINEER. 16.THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO ENSURE THAT NO SILT LEAVES THE PROJECT SITE AND ENTERS ANY NATURAL STREAM OR WATERWAY AND MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 17.ALL EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE PROTECTED VIA TREE PROTECTION FENCING. LOCATE FENCING AS FAR AS PRACTICABLE FROM THE VEGETATION THE FENCE IS TO PROTECT. 18.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH VEGETATION OR STONE BASE. ALL AREAS INDICATED TO BE PAVED SHALL BE STABILIZED WITH STONE AS SOON AS THEY ARE BROUGHT TO FINAL GRADE. MAINTAIN DIVERSIONS, INLET PROTECTION AND SEDIMENT BASINS UNTIL SITE IS COMPLETELY STABILIZED. 19.SLOPES SHALL BE NO STEEPER THAN 2:1 FOR VEGETATIVE COVER. 20.SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS, INCLUDING ALL STORAGE, STAGING, AND OFF SITE STAGING, IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH ON THE PLANS. 21.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED, CALL THE TOWN OF HOLLY SPRINGS FOR AN INSPECTION BY AN ENVIRONMENTAL INSPECTOR. 22.IF SITE IS APPROVED, REMOVE ANY TEMPORARY DIVERSIONS, SILT FENCES, SEDIMENT TRAPS, ETC., AND REGRADE AND SEED OR STABILIZE ANY RESULTING DISTURBED AREAS. 23.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL TOWN OF HOLLY SPRINGS FOR A FINAL SITE INSPECTION BY AN ENVIRONMENTAL INSPECTOR. OBTAIN CERTIFICATE OF COMPLETION. 24.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THE DRAWINGS. 25.THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCING AROUND SPOIL PILES AT BORING PITS IF PIT IS LEFT OPEN OVERNIGHT OR IF A RAIN EVEN IS EMINENT. PLASTIC SHEETING MAY ALSO BE USED TO COVER PILES. SECTION 9 - CONSTRUCTION SEQUENCE: 1.ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH SEDIMENTATION AND EROSION CONTROL STANDARDS AND PRACTICES PRESCRIBED BY THE TOWN OF HOLLY SPRINGS. A PRECONSTRUCTION MEETING WITH THE TOHS INSPECTOR AND ENVIRONMENTAL SPECIALIST WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION. 2.FLAG PROPERTY LINES, EASEMENTS, BUFFERS, AND TREE PROTECTION AREAS. CONTACT THE TOWN OF HOLLY SPRINGS PLANNING DEPARTMENT'S CODE ENFORCEMENT OFFICER TO OBTAIN APPROVAL FOR TREE PROTECTION FENCING LOCATIONS. 3.INSTALL CONSTRUCTION ENTRANCE#1, SILT FENCE, SKIMMER BASINS, STONE DRAINS, AND OTHER MEASURES AS SHOWN ON THE DRAWINGS. CLEAR ONLY AS REQUIRED TO INSTALL THESE DEVICES. 4.BEGIN LIMITED CLEARING AND GRUBBING ACTIVITIES AS DIRECTED BY THE OWNER. 5.INSTALL TEMPORARY BYPASS CHANNELS PER C7.9 AND INSTALL CULVERTS PER PLANS. ESTABLISH FINISHED GRADE ONCE THE CULVERTS ARE INSTALLED. 6.BEGIN CONSTRUCTION AND INSTALLATION OF UTILITY LINE(S). 7.BEGIN EXCAVATION AND TRENCHING ACTIVITIES ONLY AFTER ALL REQUIRED EROSION CONTROL MEASURES HAVE BEEN INSTALLED 8.STOCKPILE TOPSOIL AND SUITABLE FILL MATERIAL. INSTALL SILT FENCE AROUND STOCKPILE AREAS. DISPOSE OF UNSUITABLE SOILS AND ALL OTHER WASTE MATERIALS OFF-SITE IN A LEGAL MANNER. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS MEASURERS REQUIRED. 9.BACKFILL AND ESTABLISH FINISHED GRADE IMMEDIATELY AFTER PIPES HAVE BEEN INSTALLED. 10.AS SITE IS BEING BROUGHT TO FINISHED GRADE, CONTRACTOR TO ENSURE SEDIMENT LADEN RUNOFF IS DIRECTED TO INLET PROTECTION AT STORM INLETS OR TEMPORARY DIVERSION DITCHES. CONTRACTOR TO RELOCATE OR INSTALL ADDITIONAL TEMPORARY DIVERSION DITCHES AS NECESSARY DURING GRADING OPERATIONS TO DIRECT SEDIMENT LADEN RUNOFF TO BASINS. 11.GROUNDCOVER SHALL BE PROVIDED IN ACCORDANCE TO THE GROUND STABILIZATION CHART. 12.CONTRACTOR TO CONDUCT A WEEKLY SITE INSPECTION, AFTER EACH RAINFALL EVENT IN EXCESS OF 1 2-INCH AND PERFORM ANY NECESSARY MAINTENANCE, 13.MAINTENANCE CONSISTS OF REMOVING SEDIMENT FROM CHECK DAMS AND FROM BEHIND SILT FENCES, MAKE NECESSARY REPAIRS AS DIRECTED BY INSPECTOR, OWNER, OR ENGINEER. 14.THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO ENSURE THAT NO SILT LEAVES THE PROJECT SITE AND ENTERS ANY NATURAL STREAM OR WATERWAY AND MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 15.ALL EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE PROTECTED VIA TREE PROTECTION FENCING. LOCATE FENCING AS FAR AS PRACTICABLE FROM THE VEGETATION THE FENCE IS TO PROTECT. 16.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH VEGETATION OR STONE BASE. ALL AREAS INDICATED TO BE PAVED SHALL BE STABILIZED WITH STONE AS SOON AS THEY ARE BROUGHT TO FINAL GRADE. MAINTAIN DIVERSIONS, INLET PROTECTION AND SEDIMENT BASINS UNTIL SITE IS COMPLETELY STABILIZED. 17.SLOPES SHALL BE NO STEEPER THAN 2:1 FOR VEGETATIVE COVER. 18.SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS, INCLUDING ALL STORAGE, STAGING, AND OFF SITE STAGING, IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH ON THE PLANS. 19.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED, CALL THE TOWN OF HOLLY SPRINGS FOR AN INSPECTION BY AN ENVIRONMENTAL INSPECTOR. 20.IF SITE IS APPROVED, REMOVE ANY TEMPORARY DIVERSIONS, SILT FENCES, SEDIMENT TRAPS, ETC., AND REGRADE AND SEED OR STABILIZE ANY RESULTING DISTURBED AREAS. 21.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL TOWN OF HOLLY SPRINGS FOR A FINAL SITE INSPECTION BY AN ENVIRONMENTAL INSPECTOR. OBTAIN CERTIFICATE OF COMPLETION. 22.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THE DRAWINGS. 23.THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCING AROUND SPOIL PILES AT BORING PITS IF PIT IS LEFT OPEN OVERNIGHT OR IF A RAIN EVEN IS EMINENT. PLASTIC SHEETING MAY ALSO BE USED TO COVER PILES. SECTION 10 - CONSTRUCTION SEQUENCE: 1.ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH SEDIMENTATION AND EROSION CONTROL STANDARDS AND PRACTICES PRESCRIBED BY THE TOWN OF HOLLY SPRINGS. A PRECONSTRUCTION MEETING WITH THE TOHS INSPECTOR AND ENVIRONMENTAL SPECIALIST WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION. 2.FLAG PROPERTY LINES, EASEMENTS, BUFFERS, AND TREE PROTECTION AREAS. CONTACT THE TOWN OF HOLLY SPRINGS PLANNING DEPARTMENT'S CODE ENFORCEMENT OFFICER TO OBTAIN APPROVAL FOR TREE PROTECTION FENCING LOCATIONS. 3.INSTALL CONSTRUCTION ENTRANCE#1, SILT FENCE, SKIMMER BASINS, STONE DRAINS, AND OTHER MEASURES AS SHOWN ON THE DRAWINGS. CLEAR ONLY AS REQUIRED TO INSTALL THESE DEVICES. 4.INSTALL TEMPORARY STREAM CROSSINGS USING BRIDGE MATS. 5.BEGIN LIMITED CLEARING AND GRUBBING ACTIVITIES AS DIRECTED BY THE OWNER. 6.INSTALL TEMPORARY BYPASS CHANNELS PER C7.9 AND INSTALL CULVERTS PER PLANS. ESTABLISH FINISHED GRADE ONCE THE CULVERTS ARE INSTALLED. 7.BEGIN CONSTRUCTION AND INSTALLATION OF UTILITY LINE(S). 8.BEGIN EXCAVATION AND TRENCHING ACTIVITIES ONLY AFTER ALL REQUIRED EROSION CONTROL MEASURES HAVE BEEN INSTALLED 9.STOCKPILE TOPSOIL AND SUITABLE FILL MATERIAL. INSTALL SILT FENCE AROUND STOCKPILE AREAS. DISPOSE OF UNSUITABLE SOILS AND ALL OTHER WASTE MATERIALS OFF-SITE IN A LEGAL MANNER. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS MEASURERS REQUIRED. 10.BACKFILL AND ESTABLISH FINISHED GRADE IMMEDIATELY AFTER PIPES HAVE BEEN INSTALLED. 11.AS SITE IS BEING BROUGHT TO FINISHED GRADE, CONTRACTOR TO ENSURE SEDIMENT LADEN RUNOFF IS DIRECTED TO INLET PROTECTION AT STORM INLETS OR TEMPORARY DIVERSION DITCHES. CONTRACTOR TO RELOCATE OR INSTALL ADDITIONAL TEMPORARY DIVERSION DITCHES AS NECESSARY DURING GRADING OPERATIONS TO DIRECT SEDIMENT LADEN RUNOFF TO BASINS. 12.GROUNDCOVER SHALL BE PROVIDED IN ACCORDANCE TO THE GROUND STABILIZATION CHART. 13.CONTRACTOR TO CONDUCT A WEEKLY SITE INSPECTION, AFTER EACH RAINFALL EVENT IN EXCESS OF 1 2-INCH AND PERFORM ANY NECESSARY MAINTENANCE, 14.MAINTENANCE CONSISTS OF REMOVING SEDIMENT FROM CHECK DAMS AND FROM BEHIND SILT FENCES, MAKE NECESSARY REPAIRS AS DIRECTED BY INSPECTOR, OWNER, OR ENGINEER. 15.THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO ENSURE THAT NO SILT LEAVES THE PROJECT SITE AND ENTERS ANY NATURAL STREAM OR WATERWAY AND MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 16.ALL EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE PROTECTED VIA TREE PROTECTION FENCING. LOCATE FENCING AS FAR AS PRACTICABLE FROM THE VEGETATION THE FENCE IS TO PROTECT. 17.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH VEGETATION OR STONE BASE. ALL AREAS INDICATED TO BE PAVED SHALL BE STABILIZED WITH STONE AS SOON AS THEY ARE BROUGHT TO FINAL GRADE. MAINTAIN DIVERSIONS, INLET PROTECTION AND SEDIMENT BASINS UNTIL SITE IS COMPLETELY STABILIZED. 18.SLOPES SHALL BE NO STEEPER THAN 2:1 FOR VEGETATIVE COVER. 19.SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS, INCLUDING ALL STORAGE, STAGING, AND OFF SITE STAGING, IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH ON THE PLANS. 20.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED, CALL THE TOWN OF HOLLY SPRINGS FOR AN INSPECTION BY AN ENVIRONMENTAL INSPECTOR. 21.IF SITE IS APPROVED, REMOVE ANY TEMPORARY DIVERSIONS, SILT FENCES, SEDIMENT TRAPS, ETC., AND REGRADE AND SEED OR STABILIZE ANY RESULTING DISTURBED AREAS. 22.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL TOWN OF HOLLY SPRINGS FOR A FINAL SITE INSPECTION BY AN ENVIRONMENTAL INSPECTOR. OBTAIN CERTIFICATE OF COMPLETION. 23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THE DRAWINGS. 24.THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCING AROUND SPOIL PILES AT BORING PITS IF PIT IS LEFT OPEN OVERNIGHT OR IF A RAIN EVEN IS EMINENT. PLASTIC SHEETING MAY ALSO BE USED TO COVER PILES. SEED BED PREPARATION: 1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, WITH STOCKPILED TOPSOIL. CONTRACTOR SHALL RESERVE SUFFICIENT TOPSOIL FOR SEEDBED PREPARATION. 2.RIP THE ENTIRE AREA TO 6 INCH DEPTH. 3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER-PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND IS LESS THAN 60% ESTABLISHED, THE ENTIRE AREA SHALL BE RESEEDED ACCORDING TO SPECIFICATIONS USING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9.CONSULT A CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. *APPLY:AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) FERTILIZER - 1,000 LB/ACRE - 10-10-10 SUPER-PHOSPHATE - 500 LB/ACRE - 20% ANALYSIS MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW ANCHOR - ASPHALT EMULSION @ 300 GALS/ACRE DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 6 . 1 6 - C 6 . 1 7 E R O S I O N C O N T R O L N O T E S & D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 2 9 : 2 2 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 ER O S I O N C O N T R O L N O T E S C6.17 R DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 6 . 1 6 - C 6 . 1 7 E R O S I O N C O N T R O L N O T E S & D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 2 9 : 2 6 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 ER O S I O N C O N T R O L DE T A I L S C6.18 DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 627 620628621 614622615623616624 638 630 629633634640 594 604 599 609 617625618626619 645 642 639 637 636 589 590 591 592 597593595596 598 600 601 602 607603605606 608 610 611 612 613 632635 631643641644 W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R W W W 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 10 + 0 0 11 + 0 0 S S S S SS SS SS SS SS S S SS SS SS SS SS MH 178 MH 179 MH 180 MH 171 MH 119 MH 118 MH 117 30' HOLLY SPRINGS CAPE FEAR BUFFER CB - 1327 CB - 1326 CB - 1328 CB - 1325 CB - 1319 CB - 1350 CB - 1316 CB - 1317 CB - 1336 CB - 1315 DI-1342DI-1341 DI - 1340 CB - 1318 S T R E E T E ST R E E T H CAROLINA SPRINGS BLVD.CAROLINA SPRINGS BLVD. ST R E E T L CB - 1279CB - 1278 CB - 1277 DI - 1269 DI - 1281 DI - 1254 CB - 1276 DI - 1265 CB - 1219 CB - 1201 DI - 1264 CB - 1218 CB - 1206A DI - 1253 DI - 1263DI - 1262 CB - 1206 CB - 1241CB - 1280 PDE 2 0 ' P D E DI-1341A DI-1342A DI - 1253ADI - 1254DDI - 1254C DI - 1254A DI - 1254B 11+66.1111+83.87 12+16.97 12+38.85 12+60.80 12+82.79 13+27.41 MH 120 SS SS SS SS MH 170 CAROLINA SPRINGS BLVD 275 280 285 290 295 300 305 310 315 320 325 330 275 280 285 290 295 300 305 310 315 320 325 330 10+00 29 8 . 8 8 29 5 . 1 9 10+50 29 9 . 3 3 29 5 . 8 7 11+00 30 0 . 4 6 29 7 . 8 6 11+50 30 3 . 3 7 30 0 . 3 6 12+00 30 7 . 3 6 30 2 . 8 5 12+50 31 0 . 5 7 30 5 . 3 5 13+00 31 2 . 4 1 30 7 . 8 5 13+50 31 3 . 4 4 31 0 . 3 5 14+00 31 5 . 4 1 31 2 . 8 4 14+50 31 7 . 2 2 31 4 . 7 8 15+00 31 8 . 8 7 31 5 . 8 7 15+50 31 8 . 2 9 31 6 . 1 0 16+00 31 5 . 9 5 31 5 . 6 5 16+50 31 0 . 5 1 31 5 . 1 5 17+00 30 2 . 2 2 31 4 . 6 5 17+50 30 4 . 9 4 31 4 . 1 5 18+00 30 8 . 6 8 31 3 . 6 5 18+50 31 0 . 9 8 31 3 . 1 5 19+00 31 0 . 3 3 31 2 . 6 5 19+50 31 1 . 2 5 31 2 . 1 5 20+00 30 9 . 4 1 31 1 . 6 5 20+50 31 1 . 1 5 5.00% -2.13% 2.00% -1.00% LVC: 80.00' AD: 3.00 K: 26.7 PVI EL: 295.98' PVI STA: 10+62.42 LOW PT EL: 295.18' LOW PT STA: 10+22.42 ST A : 1 0 + 2 2 . 4 2 EL : 2 9 5 . 1 8 ' ST A : 1 1 + 0 2 . 4 2 EL : 2 9 7 . 9 8 ' LVC: 175.00' AD: -6.00 K: 29.2 PVI EL: 316.85' PVI STA: 14+80.21 HIGH PT EL: 316.12' HIGH PT STA: 15+38.49 ST A : 1 3 + 9 2 . 7 1 EL : 3 1 2 . 4 8 ' ST A : 1 5 + 6 7 . 7 1 EL : 3 1 5 . 9 8 ' PVI STA: 10+00.00 EL: 295.19' PV I S T A : 1 0 + 1 1 . 0 2 EL : 2 9 4 . 9 5 ' PV I S T A : 2 0 + 3 4 . 2 4 EL : 3 1 1 . 3 1 ' 294.67 LF 8" PVC @ 1.91% 245.53 LF 8" PVC @ 0.50% 110.85 LF 8" PVC @ 1.00% MH 1 7 1 ST A : 1 3 + 1 7 . 5 0 , RI M : 3 0 8 . 7 2 IN V . O U T : 2 9 7 . 7 0 ( M H 1 7 0 ) IN V . I N : 2 9 7 . 7 0 ( M H 1 7 8 ) 0. 0 0 ' - 4 ' D I A . MH 1 7 8 ST A : 1 6 + 1 2 . 1 7 , RI M : 3 1 5 . 5 3 IN V . O U T : 3 0 3 . 3 2 ( M H 1 7 1 ) IN V . I N : 3 0 3 . 5 2 ( M H 1 7 9 ) 0. 0 0 ' - 4 ' D I A . MH 1 7 9 ST A : 1 8 + 5 7 . 7 0 , RI M : 3 1 3 . 0 7 IN V . O U T : 3 0 4 . 7 4 ( M H 1 7 8 ) IN V . I N : 3 0 4 . 9 4 ( M H 1 8 0 ) 0. 0 0 ' - 4 ' D I A . MH 1 8 0 ST A : 1 9 + 6 8 . 5 5 , RI M : 3 1 1 . 9 6 IN V . O U T : 3 0 6 . 0 4 ( M H 1 7 9 ) 0. 0 0 ' - 4 ' D I A . 24" R C P 15" RCP 18" R C P 15" RCP CB - 1 3 2 6 ST A : 1 3 + 3 7 . 7 2 , 1 3 . 5 0 ' L CB - 1 3 2 7 ST A : 1 3 + 5 6 . 5 0 , 1 3 . 5 0 ' R CB - 1 3 2 5 ST A : 1 1 + 7 5 . 7 2 , 1 3 . 5 0 ' L CB - 1 3 2 8 ST A : 1 1 + 9 4 . 5 0 , 1 3 . 5 0 ' R CB - 1 3 1 6 ST A : 1 0 + 4 3 . 7 9 , 1 3 . 4 5 ' R CB - 1 3 1 7 ST A : 1 0 + 4 3 . 5 1 , 1 3 . 5 1 ' L EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE 18" MIN 24" MIN 18" MIN 18" MIN 24" MIN 6" C900 PVC RECLAIMED WATER 8" DIP WATER REMOVE BOA'S AND TIE TO EXISTING RECLAIM AND WATER ST A : 1 4 + 4 3 . 8 8 S T R E E T E ST A : 1 0 + 0 0 . 0 0 C A R O L I N A S P R I N G S B L V D = EL : 2 9 5 . 1 9 ' ST A : 1 0 + 0 0 . 0 0 S T R E E T H ST A : 1 5 + 3 8 . 2 2 C A R O L I N A S P R I N G S B L V D = EL : 3 1 6 . 1 2 ' Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =239' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =276' 8"x8" TEE FIRE HYDRANT ASSEMBLY BOA 6"x6" TEE FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 15" RCP15" RCP 54" RCP CB - 1 2 7 7 ST A : 1 5 + 8 0 . 8 1 , 1 3 . 5 0 ' L CB - 1 2 8 0 ST A : 1 7 + 0 2 . 5 9 , 1 3 . 5 0 ' R CB - 1 2 7 6 ST A : 1 6 + 7 7 . 1 8 , 1 3 . 5 0 ' L 24" MIN 24" MIN 6" C900 PVC RECLAIMED WATER 8" DIP WATER CA R O L I N A S P R I N G S B L V D PL A N & P R O F I L E C7.01 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 0 1 - C 7 . 0 6 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 2 8 : 1 4 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 670 671664 672665 673666 674667 675 677 681 680 679716715714713712 651 653 654 655 656 660 661 682687692698704710 657 658652 668 676669647648649650 696 695 694 690 689693691 688 686 685 684 683 659 662 663646 709 708 707 706711 700705703702701 699 697 678 W W W W W W W R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W R R R 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 11 + 0 0 12 + 0 0 12 + 7 1 12 + 0 0 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS MH 182 MH 184MH 181 MH 122 CB - 1339 CB - 1338 CB - 1330 CB - 1324CB - 1322 CB - 1321 CB - 1320 CB-1323 CB-1331 ST R E E T E STREET D STREET D ST R E E T L CB - 1267 CB - 1266 CB - 1250 CB - 1251 CB - 1219A CB - 1203 CB - 1244 DI-1340A S S SS MH 121 STREET D 280 285 290 295 300 305 310 315 320 325 330 335 280 285 290 295 300 305 310 315 320 325 330 335 10+00 30 0 . 5 6 30 0 . 4 5 10+50 30 2 . 0 1 30 1 . 1 2 11+00 30 4 . 3 5 30 3 . 0 5 11+50 30 6 . 9 4 30 5 . 5 4 12+00 30 8 . 8 1 30 8 . 0 4 12+50 30 9 . 7 7 31 0 . 5 5 13+00 31 0 . 6 2 31 3 . 0 5 13+50 31 1 . 3 3 31 5 . 5 5 14+00 31 1 . 5 7 31 8 . 0 5 14+50 31 1 . 1 1 32 0 . 2 6 15+00 31 2 . 4 2 32 1 . 7 5 15+50 31 5 . 3 3 32 2 . 5 1 16+00 31 8 . 0 0 32 2 . 5 5 16+50 31 8 . 6 0 32 2 . 0 7 17+00 32 0 . 2 2 32 1 . 5 7 17+50 32 0 . 0 2 32 1 . 0 6 18+00 31 9 . 1 0 32 0 . 3 1 18+50 31 8 . 2 6 31 9 . 3 1 19+00 31 7 . 6 4 31 8 . 3 0 19+50 31 7 . 0 2 31 7 . 2 9 20+00 31 6 . 4 6 31 6 . 2 8 20+50 31 5 . 3 1 31 5 . 2 7 -2.00%2.00% 5.00% -1.00% -2.02% LVC: 80.00' AD: 3.00 K: 26.6 PVI EL: 301.33' PVI STA: 10+65.85 LOW PT EL: 300.53' LOW PT STA: 10+25.85 ST A : 1 0 + 2 5 . 8 5 EL : 3 0 0 . 5 3 ' ST A : 1 1 + 0 5 . 8 5 EL : 3 0 3 . 3 3 ' LVC: 208.00' AD: -6.01 K: 34.6 PVI EL: 323.49' PVI STA: 15+08.63 HIGH PT EL: 322.62' HIGH PT STA: 15+77.91 ST A : 1 4 + 0 4 . 6 3 EL : 3 1 8 . 2 9 ' ST A : 1 6 + 1 2 . 6 3 EL : 3 2 2 . 4 5 ' LVC: 75.00' AD: -1.02 K: 73.4 PVI EL: 320.81' PVI STA: 17+76.25 HIGH PT EL: 321.18' HIGH PT STA: 17+38.75 ST A : 1 7 + 3 8 . 7 5 EL : 3 2 1 . 1 8 ' ST A : 1 8 + 1 3 . 7 5 EL : 3 2 0 . 0 5 ' PVI STA: 10+00.00 EL: 300.45' PV I S T A : 1 0 + 1 0 . 8 6 EL : 3 0 0 . 2 3 ' PV I S T A : 2 0 + 6 2 . 4 8 EL : 3 1 5 . 0 1 ' 395.85 LF 8" PVC @ 0.50% 392.83 L F 8" PVC @ 4.59 % 266.08 LF 8" PVC @ 1.00% MH 1 2 2 ST A : 1 1 + 6 7 . 9 4 , RI M : 3 0 0 . 4 5 IN V . O U T : 2 8 3 . 7 5 ( M H 1 2 1 ) IN V . I N : 2 8 4 . 2 0 ( M H 1 8 1 ) IN V . I N : 2 8 3 . 9 5 ( M H 1 2 3 ) 0. 1 4 ' L - 4 ' D I A . MH 1 8 1 ST A : 1 3 + 9 2 . 8 3 , RI M : 3 1 7 . 7 0 IN V . O U T : 3 0 2 . 2 3 ( M H 1 2 2 ) IN V . I N : 3 0 2 . 4 3 ( M H 1 8 2 ) 0. 0 0 ' - 4 ' D I A . MH 1 8 2 ST A : 1 7 + 8 8 . 6 7 , RI M : 3 2 0 . 5 1 IN V . O U T : 3 0 4 . 4 1 ( M H 1 8 1 ) IN V . I N : 3 0 4 . 6 1 ( M H 1 8 4 ) 0. 0 0 ' R - 4 ' D I A . MH 1 8 4 ST A : 2 0 + 5 4 . 7 5 , RI M : 3 1 5 . 1 7 IN V . O U T : 3 0 7 . 2 7 ( M H 1 8 2 ) 0. 0 0 ' - 4 ' D I A . 18" RC P 15" RCP CB - 1 3 2 4 ST A : 1 1 + 9 8 . 6 2 , 1 3 . 5 0 ' L CB - 1 3 3 0 ST A : 1 2 + 1 5 . 3 3 , 1 3 . 5 0 ' R 18" RC P CB - 1 3 3 8 ST A : 1 3 + 5 8 . 6 2 , 1 3 . 5 0 ' L 15" RCP CB - 1 3 3 9 ST A : 1 3 + 7 7 . 3 3 , 1 3 . 5 0 ' R CB - 1 3 2 1 ST A : 1 0 + 4 5 . 6 2 , 1 3 . 5 0 ' R CB - 1 3 2 2 ST A : 1 0 + 4 5 . 9 5 , 1 3 . 5 0 ' L EXISTING GRADE PROPOSED GRADE 18" MIN 24" MIN 6" C900 PVC RECLAIMED WATER 8" DIP WATER 4' MIN. REMOVE BOA'S AND TIE TO 8" WATER AND 6" RECLAIMED WATER ST A : 1 0 + 0 0 . 0 0 S T R E E T D = EL : 3 0 0 . 4 5 ' ST A : 1 1 + 6 7 . 9 4 S T R E E T E ST A : 1 2 + 7 1 . 0 0 S T R E E T H ST A : 1 5 + 7 7 . 8 3 S T R E E T D = EL : 3 2 2 . 6 2 ' Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =276' VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =239' 8"x8" TEE 6"x6" TEE FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY CB - 1 2 5 0 ST A : 1 9 + 7 0 . 7 9 , 1 3 . 5 0 ' R CB - 1 2 5 1 ST A : 1 9 + 5 4 . 6 2 , 1 3 . 5 0 ' L 15" RCP 18" RC P 18" RCP CB - 1 2 1 9 A ST A : 2 0 + 5 5 . 1 2 , 1 3 . 4 7 ' R CB - 1 2 6 7 ST A : 1 7 + 5 4 . 1 2 , 1 3 . 5 0 ' L CB - 1 2 6 6 ST A : 1 7 + 5 5 . 3 3 , 1 3 . 5 0 ' R BOA FIRE HYDRANT ASSEMBLY -1.93% 24" MIN 24" MIN 24" MIN 24" MIN 24" MIN 6" C900 PVC RECLAIMED WATER 8" DIP WATER FIRE HYDRANT ASSEMBLY ST R E E T D P L A N & P R O F I L E C7.02 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 0 1 - C 7 . 0 6 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 2 8 : 4 4 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 569 512548 506 716 715 714 713 507510508509511 504 549 588 647 648 649 650 645 574 582 575 583 576 584 577 570 578 571 579 572 580 573 581 505 503 642 589 590 591 592 593 646 643 641 644 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W R R R R R R R R R R R R R R R R R R W W W W W R R R R R R R R R R R R R R R W W W W W W W W W W W R R R R R W R R R R R R R R R R R R R R RRRRRR R XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXX 10 + 0 0 11 + 0 0 24+79.43 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0 0 19+00 20+00 21+00 22+00 23+00 24+00 10 + 0 0 11 + 0 0 10 + 0 0 11 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 10 + 0 0 11 + 0 0 SS SS SS SS SSSSSSSS SS SS SS SSSS SS SS SS SS SSMH 122 MH 119 MH 123 MH 118 MH 195 MH 117 MH 194 MH 114 MH 115 MH 196 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R CB - 1322 CB - 1321 CB - 1320 CB-1323 CB - 1319 CB - 1350 CB-1331 CB-1332 CB - 1316 CB - 1317 CB - 1336 CB - 1315 CB - 1314 CB - 1313 CB - 1346 CB - 1348A CB - 1347ACB - 1347 CB - 1348 DI-1335 DI - 1340 DI-1334 DI-1333 DI - 1117 CB - 1144 CB - 1104 CB - 1105 CB - 1141 CB - 1140 CB - 1153 CB - 1143 CB - 1152 CB - 1106 CB - 1107 CB - 1142 CB - 1103 CB - 1318 CB - 1312 ST R E E T F STREET ESTREET E STREET E STREET E ST R E E T D CA R O L I N A S P R I N G S B L V D . DI - 1262 DI - 1261 FES - 1260 20' PDE 20' PDE TEMPORARY 2" BOA 8" GV AT PHASE LINE 60 " R C P FES - 1311 DI-1340A DI - 1158A SE C T I O N 7 SE C T I O N 8 TEMPORARY 2" BOA 6" GV AT PHASE LINE 11 + 6 6 . 1 1 SS SS MH 121 MH 120 SS SS MH 116 MH 170 STREET E 265 270 275 280 285 290 295 300 305 310 315 265 270 275 280 285 290 295 300 305 310 315 10+00 29 5 . 6 0 29 5 . 7 9 10+50 29 4 . 3 7 29 6 . 9 6 11+00 29 8 . 4 1 29 8 . 7 5 11+50 30 0 . 6 5 30 0 . 3 3 12+00 30 0 . 4 7 30 0 . 0 5 12+50 29 9 . 2 3 29 9 . 0 5 13+00 29 4 . 3 3 29 8 . 0 6 13+50 28 7 . 8 6 29 7 . 0 6 14+00 29 1 . 7 3 29 6 . 0 6 14+50 29 9 . 4 6 29 5 . 0 6 15+00 30 1 . 8 8 29 4 . 0 7 15+50 30 2 . 5 4 29 3 . 0 7 16+00 30 2 . 2 0 29 2 . 0 7 16+50 30 1 . 6 0 29 1 . 0 7 17+00 30 0 . 8 3 29 0 . 0 8 17+50 29 9 . 0 6 28 9 . 0 8 18+00 29 4 . 9 8 28 8 . 0 8 18+50 28 8 . 7 0 28 7 . 1 5 19+00 28 1 . 1 9 28 6 . 8 5 19+50 27 7 . 5 4 28 7 . 3 1 20+00 28 2 . 3 8 28 8 . 5 4 20+50 28 8 . 0 4 29 0 . 2 7 21+00 29 4 . 2 8 29 1 . 8 9 21+50 30 1 . 2 7 29 2 . 8 1 22+00 30 5 . 8 9 29 3 . 4 4 22+50 30 6 . 5 7 29 4 . 0 1 23+00 30 4 . 6 7 29 4 . 0 7 23+50 30 5 . 4 0 29 3 . 5 6 24+00 30 8 . 1 1 29 2 . 9 4 24+50 30 9 . 6 1 29 2 . 3 2 2.32% 3.50% 1.25%-1.24% -2.00% 2.00% 4.00% LVC: 75.00' AD: -2.25 K: 33.3 PVI EL: 292.27' PVI STA: 21+07.16 HIGH PT EL: 292.74' HIGH PT STA: 21+44.66 ST A : 2 0 + 6 9 . 6 6 EL : 2 9 0 . 9 6 ' ST A : 2 1 + 4 4 . 6 6 EL : 2 9 2 . 7 4 ' LVC: 75.00' AD: -6.00 K: 12.5 PVI EL: 300.95' PVI STA: 11+54.96 HIGH PT EL: 300.45' HIGH PT STA: 11+67.51 ST A : 1 1 + 1 7 . 4 6 EL : 2 9 9 . 4 5 ' ST A : 1 1 + 9 2 . 4 6 EL : 3 0 0 . 2 0 ' LVC: 100.00' AD: -2.49 K: 40.2 PVI EL: 294.43' PVI STA: 22+79.50 HIGH PT EL: 294.12' HIGH PT STA: 22+79.77 ST A : 2 2 + 2 9 . 5 0 EL : 2 9 3 . 8 0 ' ST A : 2 3 + 2 9 . 5 0 EL : 2 9 3 . 8 1 ' PV I S T A : 9 + 9 4 . 7 4 EL : 2 9 5 . 6 8 ' PV I S T A : 2 4 + 7 9 . 4 3 EL : 2 9 2 . 5 2 ' PV I S T A : 2 4 + 6 3 . 4 9 EL : 2 9 2 . 1 5 ' 151.10 LF12" PVC @ 1.02% 69.49 LF12" PVC @ 0.72% 111.56 LF 12" PVC @ 0.50% 105.65 LF 12" PVC @ 0.40% 114.14 LF 8" PVC @ 1.00% 280.89 LF 8" PVC @ 0.50% 29.03 LF 8" PVC @ 0.55% 47.53 LF 12" PVC @ 0.40% MH 1 2 3 ST A : 1 0 + 1 6 . 8 3 , RI M : 2 9 6 . 1 2 IN V . O U T : 2 8 5 . 5 0 ( M H 1 2 2 ) 0. 1 1 ' R - 4 ' D I A . MH 1 2 2 ST A : 1 1 + 6 7 . 9 4 , RI M : 3 0 0 . 4 5 IN V . O U T : 2 8 3 . 7 5 ( M H 1 2 1 ) IN V . I N : 2 8 4 . 2 0 ( M H 1 8 1 ) IN V . I N : 2 8 3 . 9 5 ( M H 1 2 3 ) 0. 1 4 ' L - 4 ' D I A . MH 1 1 9 ST A : 1 3 + 5 9 . 8 6 , RI M : 2 9 6 . 8 6 IN V . O U T : 2 8 2 . 1 0 ( ) IN V . I N : 2 8 2 . 3 0 ( M H 1 2 0 ) 0. 0 0 ' - 4 ' D I A . MH 1 1 8 ST A : 1 0 + 0 1 . 7 5 , RI M : 2 9 4 . 6 3 IN V . O U T : 2 8 1 . 3 4 ( M H 1 1 7 ) IN V . I N : 2 8 1 . 8 7 ( M H 1 7 0 ) 27 . 6 0 ' R - 4 ' D I A . MH 1 1 7 ST A : 1 1 + 8 5 . 6 6 , RI M : 2 9 2 . 5 3 IN V . O U T : 2 8 0 . 7 2 ( M H 1 1 6 ) IN V . I N : 2 8 0 . 9 2 ( M H 1 1 8 ) 86 0 . 0 9 ' L - 4 ' D I A . MH 1 1 5 ST A : 1 6 + 7 4 . 9 0 , RI M : 2 9 0 . 5 8 IN V . O U T : 2 7 9 . 9 3 ( M H 1 1 4 ) IN V . I N : 2 8 0 . 1 3 ( M H 1 1 6 ) 0. 0 0 ' - 4 ' D I A . MH 1 9 6 ST A : 2 0 + 5 2 . 4 8 , RI M : 2 9 0 . 3 6 IN V . O U T : 2 8 0 . 6 5 ( M H 1 9 5 ) 0. 2 8 ' L - 4 ' D I A . MH 1 9 5 ST A : 2 1 + 6 6 . 6 2 , RI M : 2 9 3 . 0 1 IN V . O U T : 2 7 9 . 3 1 ( M H 1 9 4 ) IN V . I N : 2 7 9 . 5 1 ( M H 1 9 7 ) IN V . I N : 2 7 9 . 5 1 ( M H 1 9 6 ) 0. 1 9 ' L - 4 ' D I A . MH 1 9 4 ST A : 2 4 + 4 7 . 5 1 , RI M : 2 9 2 . 3 0 IN V . O U T : 2 7 7 . 7 1 ( M H 1 8 9 ) IN V . I N : 2 7 7 . 9 1 ( M H 1 9 5 ) 0. 1 2 ' L - 4 ' D I A . MH 1 8 9 ST A : 1 3 + 9 2 . 1 4 , RI M : 2 9 2 . 2 9 IN V . O U T : 2 7 7 . 3 5 ( M H 1 8 8 ) IN V . I N : 2 7 8 . 4 5 ( M H 1 9 0 ) IN V . I N : 2 7 7 . 5 5 ( M H 1 9 4 ) 2. 9 5 ' L - 4 ' D I A . EXISTING GRADE PROPOSED GRADE CB - 1 3 2 3 ST A : 1 1 + 2 3 . 3 3 , 1 3 . 6 1 ' L CB - 1 3 2 0 ST A : 1 2 + 1 0 . 1 4 , 1 3 . 6 8 ' L 30" RCP 24" RCP CB - 1 3 1 9 ST A : 1 3 + 4 6 . 0 0 , 1 3 . 5 0 ' L CB - 1 3 5 0 ST A : 1 3 + 4 7 . 4 8 , 1 3 . 5 0 ' R CB - 1 3 3 2 ST A : 1 0 + 3 2 . 4 5 , 1 3 . 4 7 ' R CB - 1 3 3 1 ST A : 1 0 + 3 2 . 4 2 , 1 3 . 5 3 ' L LVC: 180.00' AD: 5.50 K: 32.8 PVI EL: 285.70' PVI STA: 19+19.33 LOW PT EL: 286.84' LOW PT STA: 18+94.68 ST A : 1 8 + 2 9 . 3 3 EL : 2 8 7 . 5 0 ' ST A : 2 0 + 0 9 . 3 3 EL : 2 8 8 . 8 5 ' LVC: 75.00' AD: 2.00 K: 37.4 PVI EL: 296.83' PVI STA: 10+51.96 LOW PT EL: 296.08' LOW PT STA: 10+14.46 ST A : 1 0 + 1 4 . 4 6 EL : 2 9 6 . 0 8 ' ST A : 1 0 + 8 9 . 4 6 EL : 2 9 8 . 3 3 ' CB - 1 3 3 6 ST A : 1 5 + 5 2 . 6 7 , 1 3 . 5 0 ' R CB - 1 3 1 5 ST A : 1 5 + 5 2 . 6 7 , 1 3 . 5 0 ' L CB - 1 3 1 4 ST A : 1 6 + 3 5 . 8 9 , 1 3 . 5 4 ' L 36" RCP 36" RCP 18" RCP 18" RCP CB - 1 3 1 2 ST A : 1 7 + 3 4 . 8 3 , 1 3 . 5 1 ' R CB - 1 3 1 3 ST A : 1 7 + 3 4 . 9 7 , 1 3 . 4 8 ' L CB - 1 3 4 6 ST A : 1 7 + 7 7 . 7 4 , 1 3 . 4 5 ' R CB - 1 3 4 8 A ST A : 1 9 + 0 0 . 5 5 , 1 3 . 5 2 ' L CB - 1 3 4 8 ST A : 1 8 + 9 5 . 1 2 , 1 3 . 4 3 ' L CB - 1 3 4 7 ST A : 1 8 + 9 4 . 8 2 , 1 3 . 6 5 ' R CB - 1 1 0 3 ST A : 2 0 + 3 2 . 4 5 , 1 3 . 5 0 ' R CB - 1 1 0 4 ST A : 2 0 + 3 2 . 4 5 , 1 3 . 5 0 ' L CB - 1 1 0 5 ST A : 2 1 + 2 0 . 5 8 , 1 3 . 5 0 ' L 24" RCP CB - 1 1 5 2 ST A : 2 3 + 6 0 . 8 2 , 1 3 . 4 4 ' L CB - 1 1 4 3 ST A : 2 4 + 3 2 . 3 3 , 1 3 . 1 0 ' L CB - 1 1 4 2 ST A : 2 4 + 3 2 . 2 5 , 1 3 . 5 8 ' R 30" RCP 18" MIN 18" MIN 24" RCP CB - 1 3 4 7 A ST A : 1 9 + 0 0 . 7 4 , 1 3 . 5 5 ' R 24" MIN 24" MIN 24" MIN 24" MIN 6" C900 PVC RECLAIMED WATER 8" DIP WATER4' MIN. ST A : 1 1 + 6 7 . 9 4 S T R E E T E = EL : 3 0 0 . 4 5 ' ST A : 1 0 + 0 0 . 0 0 S T R E E T D ST A : 1 4 + 4 3 . 8 8 S T R E E T E = EL : 2 9 5 . 1 9 ' ST A : 1 0 + 0 0 . 0 0 C A R O L I N A S P R I N G S B L V D ST A : 1 0 + 0 0 . 1 9 S T R E E T J ST A : 2 1 + 6 6 . 6 2 S T R E E T E = EL : 2 9 3 . 0 1 ' ST A : 1 0 + 0 0 . 1 5 A L L E Y 1 2 ST A : 2 3 + 2 1 . 9 6 S T R E E T E = EL : 2 9 3 . 8 9 ' ST A : 1 3 + 9 6 . 7 4 S T R E E T F ST A : 2 4 + 7 8 . 8 7 S T R E E T E = EL : 2 9 2 . 5 1 ' Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =276' VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =165' TEMP 2" BOA 6" GV Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =276' ØØØØØØØØØ 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =239' Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =239' ØØØØØØØØØ 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =239' Ø Ø Ø Ø Ø Ø VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =175' 3.5' SIGHT ELEV. 8"x8" TEE 6"x6" TEE 8"x8" TEE 6"x6" TEE CB - 1 3 1 8 ST A : 1 4 + 0 4 . 3 7 , 1 3 . 4 7 ' L 4' MIN. 8"x8" TEE 6"x6" TEE FIRE HYDRANT ASSEMBLY 8"x8" TEE 6"x6" TEE FIRE HYDRANT ASSEMBLY24" MIN 24" MIN 24" MIN 24" MIN 24" MIN 24" MIN 24" MIN VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =239' 45° MJ VERTICAL BEND 45° MJ VERTICAL BEND 6" C900 PVC RECLAIMED WATER 8" DIP WATER 60" RCP TEMP 2" BOA 8" GV TEMP 2" BOA 6" GV TEMP 2" BOA 8" GV SE C T I O N 7 SE C T I O N 8 MH 1 2 1 ST A : ? ? ? , RI M : 2 9 9 . 4 2 IN V . O U T : 2 8 3 . 3 0 ( M H 1 2 0 ) IN V . I N : 2 8 3 . 5 0 ( M H 1 2 2 ) ?? ? ' ? ? ? - 4 ' D I A . MH 1 2 0 ST A : ? ? ? , RI M : 2 9 8 . 2 5 IN V . O U T : 2 8 2 . 8 0 ( M H 1 1 9 ) IN V . I N : 2 8 3 . 0 0 ( M H 1 2 1 ) ?? ? ' ? ? ? - 4 ' D I A . 58.65 LF 12" PVC @ 0.50% 63.48 LF 12" PVC @ 0.40% ST R E E T E P L A N & P R O F I L E C7.03 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 0 1 - C 7 . 0 6 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 5 8 : 1 4 A M - MO W E R S , C H A R L I E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. 6.MANHOLES FOR SEWER MAINS 12" AND LARGER SHALL BE EPOXY COATED. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 519 478 493 492494495 501 504 499 498 500 502 528 469 468 467 466 465 491 490 489 488 487 470471472473474475476477 483 479480481482 485 484 486 505 503 497 496 W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RR R R R R RR R R R R R R R R R R R R R R R R R R R R W W W W W R R R W W W 2 4 + 7 9 . 4 3 2 4 + 0 0 10+00 11+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S MH 192 MH 191 MH 190 MH 194 MH 189 MH 188 MH 187 MH 186 10' WIDE ASPHALT GREENWAY TRAIL 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 15' PRIVATE GREENWA Y TRAIL EASEMENT (TYP) DI - 1139 DI - 1138 DI - 1137 DI - 1180 DI - 1158 CB - 1144 CB - 1141CB - 1140 CB - 1151 CB - 1150 CB - 1149 CB - 1148 CB - 1155 CB - 1147 CB - 1146 CB - 1154 CB - 1145 CB - 1153 CB - 1143 CB - 1152 CB - 1142 CB - 1131 CB - 1159 CB - 1130 CB - 1129 CB - 1128 JB - 1127 STREET F STREET F ST R E E T G AL L E Y 8 S T R E E T E CB - 1214 CB - 1216 CB - 1215 CB - 1221 CB - 1220 CB - 1217 DI - 1158A SS STREET F 260 265 270 275 280 285 290 295 300 305 310 315 260 265 270 275 280 285 290 295 300 305 310 315 STREET F 280 285 290 295 300 305 310 315 320 325 330 335 280 285 290 295 300 305 310 315 320 325 330 335 10+00 27 6 . 6 3 28 3 . 3 0 10+50 28 1 . 5 4 28 2 . 7 1 11+00 28 7 . 8 1 28 2 . 6 8 11+50 29 3 . 8 5 28 3 . 4 3 12+00 29 9 . 7 1 28 4 . 9 6 12+50 30 3 . 0 5 28 6 . 8 8 13+00 30 6 . 1 0 28 8 . 8 0 13+50 30 7 . 5 3 29 0 . 7 3 14+00 30 9 . 5 5 29 2 . 6 5 14+50 31 2 . 2 1 29 4 . 5 3 15+00 31 4 . 4 8 29 5 . 9 9 15+50 31 3 . 1 7 29 7 . 1 3 16+00 30 9 . 1 6 29 8 . 2 8 16+50 30 2 . 4 8 29 9 . 4 7 17+00 29 6 . 7 1 30 1 . 1 3 17+50 29 8 . 2 5 30 3 . 1 3 18+00 30 0 . 4 9 30 5 . 1 3 18+00 30 0 . 4 9 30 5 . 1 3 18+50 30 2 . 8 3 30 7 . 1 3 19+00 30 6 . 0 7 30 9 . 1 5 19+50 31 0 . 6 4 31 1 . 5 6 20+00 31 5 . 2 7 31 4 . 3 8 20+50 32 0 . 0 7 31 7 . 2 0 21+00 32 1 . 7 9 32 0 . 0 3 21+50 32 2 . 6 6 32 1 . 9 6 22+00 32 1 . 8 9 32 1 . 8 8 22+50 32 1 . 2 6 32 1 . 2 0 23+00 32 1 . 0 7 32 1 . 0 5 -1.25% 3.85% 2.28% 4.00% -1.36% 5.66% -1.25% 3.85% 2.28% 4.00% LVC: 165.00' AD: 5.10 K: 32.4 PVI EL: 281.82' PVI STA: 11+18.51 LOW PT EL: 282.60' LOW PT STA: 10+76.47 ST A : 1 0 + 3 6 . 0 1 EL : 2 8 2 . 8 5 ' ST A : 1 2 + 0 1 . 0 1 EL : 2 8 4 . 9 9 ' LVC: 78.00' AD: 1.72 K: 45.5 PVI EL: 299.80' PVI STA: 16+66.83 LOW PT EL: 298.91' LOW PT STA: 16+27.83 ST A : 1 6 + 2 7 . 8 3 EL : 2 9 8 . 9 1 ' ST A : 1 7 + 0 5 . 8 3 EL : 3 0 1 . 3 6 ' LVC: 75.00' AD: -1.56 K: 48.0 PVI EL: 295.26' PVI STA: 14+67.78 HIGH PT EL: 296.11' HIGH PT STA: 15+05.28 ST A : 1 4 + 3 0 . 2 8 EL : 2 9 3 . 8 1 ' ST A : 1 5 + 0 5 . 2 8 EL : 2 9 6 . 1 1 ' PV I S T A : 9 + 7 5 . 3 2 EL : 2 8 3 . 6 1 ' -1.36% 5.66% LVC: 75.00' AD: 2.61 K: 28.7 PVI EL: 320.76' PVI STA: 22+82.11 LOW PT EL: 321.00' LOW PT STA: 22+83.75 ST A : 2 2 + 4 4 . 6 1 EL : 3 2 1 . 2 7 ' ST A : 2 3 + 1 9 . 6 1 EL : 3 2 1 . 2 3 ' LVC: 75.00' AD: 1.66 K: 45.2 PVI EL: 310.13' PVI STA: 19+24.92 LOW PT EL: 308.63' LOW PT STA: 18+87.42 ST A : 1 8 + 8 7 . 4 2 EL : 3 0 8 . 6 3 ' ST A : 1 9 + 6 2 . 4 2 EL : 3 1 2 . 2 5 ' LVC: 85.00' AD: -7.02 K: 12.1 PVI EL: 322.62' PVI STA: 21+45.73 HIGH PT EL: 322.15' HIGH PT STA: 21+71.72 ST A : 2 1 + 0 3 . 2 3 EL : 3 2 0 . 2 2 ' ST A : 2 1 + 8 8 . 2 3 EL : 3 2 2 . 0 4 ' MH 1 8 9 ST A : 1 3 + 9 2 . 1 4 , RI M : 2 9 2 . 2 9 IN V . O U T : 2 7 7 . 3 5 ( M H 1 8 8 ) IN V . I N : 2 7 8 . 4 5 ( M H 1 9 0 ) IN V . I N : 2 7 7 . 5 5 ( M H 1 9 4 ) 2. 9 5 ' L - 4 ' D I A . 179.46 LF 8" PVC @ 1.50% 222.75 LF 8" PVC @ 1.89% 302.91 L F 8" PVC @ 3.90% 347.74 L F 8" PVC @ 4.16% 116.0 4 L F 8" PV C @ 5.42 % MH 1 8 7 ST A : 9 + 8 9 . 8 5 , RI M : 2 8 3 . 3 5 IN V . O U T : 2 7 0 . 0 6 ( M H 1 8 6 ) IN V . I N : 2 7 0 . 2 6 ( M H 1 8 8 ) 2. 9 8 ' L - 4 ' D I A . MH 1 8 8 ST A : 1 1 + 6 9 . 3 1 , RI M : 2 8 3 . 8 7 IN V . O U T : 2 7 2 . 9 4 ( M H 1 8 7 ) IN V . I N : 2 7 3 . 1 4 ( M H 1 8 9 ) 3. 1 4 ' L - 4 ' D I A . MH 1 9 0 ST A : 1 6 + 9 5 . 3 9 , RI M : 3 0 0 . 9 0 IN V . O U T : 2 9 0 . 2 6 ( M H 1 8 9 ) IN V . I N : 2 9 0 . 4 6 ( M H 1 9 1 ) 3. 0 0 ' L - 4 ' D I A . MH 1 9 1 ST A : 2 0 + 4 2 . 9 8 , RI M : 3 1 6 . 7 4 IN V . O U T : 3 0 4 . 9 1 ( M H 1 9 0 ) IN V . I N : 3 0 5 . 1 1 ( M H 1 9 2 ) 3. 2 7 ' L - 4 ' D I A . MH 1 9 2 ST A : 2 1 + 5 8 . 6 3 , RI M : 3 2 2 . 0 2 IN V . O U T : 3 1 1 . 4 0 ( M H 1 9 1 ) IN V . I N : 3 1 1 . 6 0 ( M H 1 9 3 ) 3. 1 0 ' L - 4 ' D I A . CB - 1 1 3 1 ST A : 1 0 + 5 4 . 7 9 , 1 2 . 5 0 ' R 24" RCP CB - 1 1 2 9 ST A : 1 0 + 6 9 . 8 0 , 1 8 . 5 1 ' L CB - 1 1 3 0 ST A : 1 0 + 5 9 . 9 2 , 1 2 . 5 0 ' R CB - 1 1 2 8 ST A : 1 0 + 7 5 . 0 3 , 1 8 . 4 9 ' L 36" RGRCP 15" RCP CB - 1 1 5 9 ST A : 1 2 + 2 6 . 0 3 , 1 2 . 5 0 ' R CB - 1 1 4 0 ST A : 1 2 + 1 8 . 3 2 , 1 8 . 5 7 ' L 36" RC P CB - 1 1 4 1 ST A : 1 3 + 4 9 . 1 9 , 1 8 . 5 1 ' L 15" RCP CB - 1 1 4 5 ST A : 1 4 + 6 3 . 7 8 , 1 2 . 4 3 ' R CB - 1 1 4 4 ST A : 1 4 + 4 0 . 3 4 , 1 8 . 5 1 ' L 24" RC P CB - 1 1 4 6 ST A : 1 5 + 9 9 . 2 7 , 1 8 . 5 8 ' L 15" RCP CB - 1 1 4 7 ST A : 1 6 + 2 4 . 1 4 , 1 2 . 5 7 ' R 18" RCP 18" RCP CB - 1 1 4 8 ST A : 1 7 + 5 9 . 4 7 , 1 8 . 6 6 ' L CB - 1 1 4 9 ST A : 1 7 + 8 3 . 9 6 , 1 2 . 3 7 ' R PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE 18" RC P 15" RCP CB - 1 1 5 0 ST A : 1 9 + 0 4 . 2 8 , 1 2 . 5 7 ' R CB - 1 1 5 1 ST A : 1 9 + 3 4 . 6 0 , 1 8 . 8 7 ' L 8"x8" TEE 6"x6" TEE 24" MIN REMOVE BOA AND GV TIE TO 8" WATER AND 6" RECLAIMED WATER 6" C900 PVC RECLAIMED WATER 8" DIP WATER 6" C900 PVC RECLAIMED WATER 8" DIP WATER 4' MIN. ST A : 1 3 + 9 6 . 7 4 S T R E E T F = EL : 2 9 2 . 5 1 ' ST A : 2 4 + 7 8 . 8 7 S T R E E T E VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =276' VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =239' PUBLIC WATER MAIN BOA RECLAIMED WATER BOA Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 24" MIN 24" MIN 24" MIN 24" MIN 24" MIN 24" MIN 24" MIN 15" RCP FIRE HYDRANT ASSEMBLY 30" RGRCP 30" RGRCP MH 1 9 3 ST A : ? ? ? , RI M : 3 2 1 . 2 4 IN V . O U T : 3 1 2 . 6 0 ( M H 1 9 2 ) ?? ? ' ? ? ? - 4 ' D I A . 93.38 LF 8" PVC @ 1 . 0 7 % ST R E E T F P L A N & P R O F I L E C7.04 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 0 1 - C 7 . 0 6 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 2 9 : 4 8 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 447 448 449 461 462 463 464 439 438 437 440 460459458457456455454453 452 441442443444445446 450 451 W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R R R R R R W W W R R R FM 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 S S S S SS SS SS SS SS SS SS MH 206 MH 205 MH 203 MH 202 20' PDE SEE CROSS SECTION F ON C9.03 CB - 1021 CB - 1018 CB - 1020 CB - 1019 STREET K AL L E Y 9 AL L E Y 9 DI - 1037 CB - 1026A CB - 1026 DI - 1036 CB - 1025A CB - 1025 DI - 1035 CB - 1024A DI - 1039 CB - 1023 CB - 1024 DI - 1027 FES - 1028 FES - 1022 DI - 1038 SS MH 204 STREET K 280 285 290 295 300 305 310 315 320 325 330 335 280 285 290 295 300 305 310 315 320 325 330 335 10+00 31 1 . 1 0 30 1 . 0 6 10+50 30 3 . 0 5 30 0 . 2 6 11+00 29 9 . 7 5 30 0 . 3 6 11+50 30 1 . 0 4 30 1 . 4 2 12+00 30 6 . 0 7 30 2 . 9 2 12+50 31 1 . 0 2 30 4 . 4 2 13+00 31 4 . 1 3 30 5 . 9 2 13+50 31 6 . 6 9 30 7 . 4 2 14+00 31 8 . 3 4 30 8 . 9 2 14+50 31 5 . 6 4 31 0 . 4 2 15+00 31 4 . 7 2 31 1 . 9 5 15+50 31 6 . 2 3 31 3 . 9 9 16+00 31 5 . 8 8 31 6 . 4 8 16+50 31 3 . 9 0 31 8 . 6 7 -2.00% 5.00% 3.00% PV I S T A : 1 0 + 0 0 . 0 0 EL : 3 0 1 . 0 6 ' -2.00% 5.00% 3.00% LVC: 130.00' AD: 5.00 K: 26.0 PVI EL: 299.40' PVI STA: 10+82.74 LOW PT EL: 300.18' LOW PT STA: 10+69.75 ST A : 1 0 + 1 7 . 7 4 EL : 3 0 0 . 7 0 ' ST A : 1 1 + 4 7 . 7 4 EL : 3 0 1 . 3 5 ' LVC: 75.00' AD: 2.00 K: 37.4 PVI EL: 312.58' PVI STA: 15+21.98 LOW PT EL: 311.45' LOW PT STA: 14+84.48 ST A : 1 4 + 8 4 . 4 8 EL : 3 1 1 . 4 5 ' ST A : 1 5 + 5 9 . 4 8 EL : 3 1 4 . 4 6 ' LVC: 75.00' AD: -3.23 K: 23.2 PVI EL: 318.93' PVI STA: 16+48.90 HIGH PT EL: 319.60' HIGH PT STA: 16+86.40 ST A : 1 6 + 1 1 . 4 0 EL : 3 1 7 . 0 5 ' ST A : 1 6 + 8 6 . 4 0 EL : 3 1 9 . 6 0 ' PV I S T A : 1 0 + 0 0 . 0 0 EL : 3 0 1 . 0 6 ' EXISTING GRADE 370.58 LF 8" PVC @ 2.50% 96.20 L F 8" PVC @ 3.97% MH 2 0 3 ST A : 1 1 + 2 6 . 0 5 , RI M : 3 0 0 . 7 9 IN V . O U T : 2 9 0 . 8 8 ( M H 2 0 2 ) IN V . I N : 2 9 1 . 0 8 ( M H 2 0 4 ) 0. 0 3 ' L - 4 ' D I A . MH 2 0 5 ST A : 1 2 + 9 6 . 9 9 , RI M : 3 0 5 . 8 3 IN V . O U T : 2 9 7 . 8 2 ( M H 2 0 4 ) IN V . I N : 2 9 8 . 0 3 ( M H 2 0 6 ) 0. 0 7 ' L - 4 ' D I A . MH 2 0 6 ST A : 1 6 + 6 7 . 6 8 , RI M : 3 1 9 . 1 9 IN V . O U T : 3 0 7 . 2 9 ( M H 2 0 5 ) 0. 1 0 ' R - 4 ' D I A . PROPOSED GRADE CB - 1 0 2 0 ST A : 1 6 + 8 5 . 8 0 , 1 3 . 5 0 ' R CB - 1 0 1 9 ST A : 1 6 + 8 5 . 3 8 , 1 3 . 4 5 ' L REMOVE BOA AND TIE TO 8" WATER AND 6" RECLAIMED WATER6" C900 PVC RECLAIMED WATER 8" DIP WATER 30" RCP CB - 1 0 2 3 ST A : 1 0 + 7 0 . 8 3 , 1 3 . 5 1 ' L CB - 1 0 2 4 ST A : 1 0 + 7 0 . 7 5 , 1 3 . 5 0 ' R 24" RCP CB - 1 0 2 4 A ST A : 1 2 + 3 3 . 2 8 , 1 3 . 9 4 ' R 24" RCP CB - 1 0 2 5 ST A : 1 3 + 3 7 . 8 4 , 1 3 . 6 5 ' R CB - 1 0 2 5 A ST A : 1 3 + 3 8 . 8 6 , 1 3 . 5 0 ' L 18" RCP BOA FIRE HYDRANT ASSEMBLY PHASE 1PHASE 2 24" MIN 24" MIN MH 2 0 4 ST A : 1 2 + 2 2 . 3 6 , RI M : 3 0 3 . 5 9 IN V . O U T : 2 9 4 . 9 0 ( M H 2 0 3 ) IN V . I N : 2 9 5 . 1 0 ( M H 2 0 5 ) 0. 0 0 ' - 4 ' D I A . 74.59 L F 8" PVC @ 3.66% 627 628 664 665 666 624 667 660 661 630 629 633 692 698 604 599 625 668 626 696 695 694 693 691 659 600 601 602 607 603 605 606 608 662 632 663 631 700 702 701 699 697 W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W 15 + 0 0 16 + 0 0 17 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 12+7110+00 11+00 12+00 SS SS SS SS SS SS SS SS SS SS SS MH 178 STREET H ST R E E T D CA R O L I N A S P R I N G S B L V D . CB - 1279 CB - 1278 CB - 1277 CB - 1276CB - 1280 DI - 1254B STREET H 300 305 310 315 320 325 330 335 300 305 310 315 320 325 330 335 10+00 31 9 . 0 0 31 6 . 1 2 10+50 32 0 . 1 4 31 6 . 9 2 11+00 31 9 . 8 8 31 8 . 2 3 11+50 31 9 . 1 1 31 9 . 5 3 12+00 31 7 . 9 0 32 0 . 8 4 12+50 31 6 . 8 8 32 2 . 1 4 -2.00% 2.00% 2.61% PVI STA: 10+00.00 EL: 316.12' PV I S T A : 1 0 + 1 1 . 0 0 EL : 3 1 5 . 9 0 ' PVI STA: 12+70.68 EL: 322.62' PV I S T A : 1 2 + 6 0 . 0 0 EL : 3 2 2 . 4 0 ' PROPOSED GRADE EXISTING GRADE ST A : 1 0 + 0 0 . 0 0 S T R E E T H = EL : 3 1 6 . 1 2 ' ST A : 1 5 + 3 8 . 2 2 C A R O L I N A S P R I N G S B L V D ST A : 1 2 + 7 1 . 0 0 S T R E E T H = EL : 3 2 2 . 6 2 ' ST A : 1 5 + 7 7 . 8 3 S T R E E T D CB - 1 2 7 9 ST A : 1 0 + 6 3 . 7 8 , 2 0 . 5 0 ' R CB - 1 2 7 8 ST A : 1 0 + 6 3 . 7 8 , 2 0 . 5 0 ' L CB - 1 2 7 7 ST A : 1 0 + 1 3 . 5 0 , 4 2 . 5 9 ' R 15" RCP ST R E E T H A N D K P L A N S & PR O F I L E S C7.05 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 0 1 - C 7 . 0 6 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 5 9 : 4 8 A M - MO W E R S , C H A R L I E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 530 531 533534535536537538539540 545 542543544547546548 506 541 507 510 508 509 511 564 556 563 555 562 554 561 553 560 552 567 559 551 566558 550 565 557 549 568 532 W W W W W W W W W R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRRRRRRRRRRRRRRRR R R R R R R XX XX XX XX XX XX XX XX XX XX XX R R R R R R R R W R W W W W W W 20 + 0 0 21 + 0 0 22 + 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+96.52 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS MH 199 MH 198MH 197 MH 195 MH 196 DI - 1121DI - 1120 DI - 1119 DI - 1118 DI - 1117 CB - 1104 CB - 1105 CB - 1112 CB - 1111 CB - 1115 CB - 1110 CB - 1114 CB - 1109 CB - 1116 CB - 1108 CB - 1106 CB - 1107 CB - 1103 STREET J ST R E E T E STR E E T G CB - 1212 CB - 1211 CB - 1234 TE M P O R A R Y 2 " B O A 8" G V A T P H A S E L I N E SECTION 7 SECTION 8 STREET J 270 275 280 285 290 295 300 305 310 315 320 325 330 270 275 280 285 290 295 300 305 310 315 320 325 330 -2.00% -1.50% 1.60% 2.00% 2.50% 4.34% LVC: 75.00' AD: -5.84 K: 12.8 PVI EL: 322.76' PVI STA: 17+96.82 HIGH PT EL: 322.34' HIGH PT STA: 18+15.07 ST A : 1 7 + 5 9 . 3 2 EL : 3 2 1 . 1 3 ' ST A : 1 8 + 3 4 . 3 2 EL : 3 2 2 . 2 0 ' -2.00% -1.50% 1.60% 2.00% 2.50% 4.34% LVC: 75.00' AD: 1.85 K: 40.6 PVI EL: 297.90' PVI STA: 12+24.45 LOW PT EL: 296.96' LOW PT STA: 11+86.95 ST A : 1 1 + 8 6 . 9 5 EL : 2 9 6 . 9 6 ' ST A : 1 2 + 6 1 . 9 5 EL : 2 9 9 . 5 3 ' PVI STA: 10+00.00 EL: 292.98' PV I S T A : 1 0 + 1 1 . 0 0 EL : 2 9 2 . 7 6 ' PV I S T A : 1 8 + 8 2 . 7 1 EL : 3 2 1 . 4 7 ' PV I S T A : 1 8 + 9 3 . 0 1 EL : 3 2 1 . 6 4 ' PV I S T A : 1 0 + 4 9 . 8 1 EL : 2 9 3 . 5 4 ' 10+00 30 3 . 2 0 10+50 30 4 . 3 5 29 3 . 5 5 11+00 30 5 . 8 3 29 4 . 7 9 11+50 30 6 . 5 9 29 6 . 0 4 12+00 30 6 . 5 8 29 7 . 3 1 12+50 30 4 . 3 4 29 9 . 0 3 13+00 30 1 . 8 6 30 1 . 1 8 13+50 30 2 . 7 5 30 3 . 3 5 14+00 30 4 . 5 4 30 5 . 5 2 14+50 30 6 . 4 0 30 7 . 7 0 15+00 30 8 . 1 1 30 9 . 8 7 15+50 30 8 . 2 0 31 2 . 0 4 16+00 30 8 . 4 9 31 4 . 2 1 16+50 31 3 . 0 7 31 6 . 3 8 17+00 31 7 . 6 1 31 8 . 5 6 17+50 32 0 . 1 8 32 0 . 7 3 18+00 32 2 . 3 7 32 2 . 2 5 18+50 32 1 . 9 4 32 1 . 9 6 19+00 341.54 L F 8" PVC @ 4.18% 348.86 L F 8" PVC @ 4.34 % 124.09 L F 8" PVC @ 4.08% MH 1 9 5 ST A : 2 1 + 6 6 . 6 2 , RI M : 2 9 3 . 0 1 IN V . O U T : 2 7 9 . 3 1 ( M H 1 9 4 ) IN V . I N : 2 7 9 . 5 1 ( M H 1 9 7 ) IN V . I N : 2 7 9 . 5 1 ( M H 1 9 6 ) 0. 1 9 ' L - 4 ' D I A . MH 1 9 7 ST A : 1 3 + 4 1 . 7 3 , RI M : 3 0 2 . 9 3 IN V . O U T : 2 9 3 . 7 9 ( M H 1 9 5 ) IN V . I N : 2 9 3 . 9 9 ( M H 1 9 8 ) 3. 1 6 ' R - 4 ' D I A . MH 1 9 8 ST A : 1 6 + 9 1 . 0 6 , RI M : 3 1 8 . 0 9 IN V . O U T : 3 0 9 . 1 2 ( M H 1 9 7 ) IN V . I N : 3 0 9 . 3 2 ( M H 1 9 9 ) 3. 7 3 ' R - 4 ' D I A . MH 1 9 9 ST A : 1 8 + 1 5 . 5 2 , RI M : 3 2 2 . 2 8 IN V . O U T : 3 1 4 . 3 8 ( M H 1 9 8 ) 3. 1 8 ' R - 4 ' D I A . CB - 1 1 0 6 ST A : 1 0 + 4 2 . 2 5 , 1 2 . 5 2 ' L CB - 1 1 0 7 ST A : 1 0 + 4 2 . 4 5 , 1 8 . 4 8 ' R 24" RCP 15" RCP CB - 1 1 1 6 ST A : 1 2 + 0 7 . 5 5 , 1 2 . 5 3 ' L CB - 1 1 0 8 ST A : 1 2 + 0 2 . 5 6 , 1 8 . 5 8 ' R 18" RC P CB - 1 1 0 9 ST A : 1 3 + 6 2 . 3 8 , 1 8 . 4 5 ' R 15" RCP CB - 1 1 1 4 ST A : 1 3 + 6 7 . 2 3 , 1 2 . 5 0 ' L 18" RC P CB - 1 1 1 5 ST A : 1 5 + 3 5 . 7 7 , 1 2 . 6 0 ' L CB - 1 1 1 0 ST A : 1 5 + 3 5 . 6 4 , 1 8 . 6 8 ' R CB - 1 1 1 1 ST A : 1 6 + 6 1 . 9 5 , 1 8 . 5 9 ' R CB - 1 1 1 2 ST A : 1 6 + 8 5 . 1 0 , 1 2 . 4 9 ' L 15" RC P 15" RC P PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE 8"x8" TEE 6"x6" TEE 24" MIN 6" C900 PVC RECLAIMED WATER8" DIP WATER REMOVE BOA AND TIE TO 8" WATER AND 6" RECLAIMED WATER ST A : 2 1 + 6 6 . 6 2 S T R E E T E ST A : 1 0 + 0 0 . 1 9 S T R E E T J = EL : 2 9 3 . 0 1 ' BOA EXISTING 18" RCP 24" MIN 24" MIN 24" MIN 24" MIN 24" MIN 6" C900 PVC RECLAIMED WATER 8" DIP WATER 45° MJ VERTICAL BEND 45° MJ VERTICAL BEND FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY ST R E E T J P L A N & P R O F I L E C7.06 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 0 1 - C 7 . 0 6 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 3 1 : 3 2 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 T T T T T 749 747 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722 723 724 717 725 718 726 756 755 754 753 752 751 750 748 733 732 731 730 728 729 746 W W W W W R R R R RR R RR R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R W W W W W W W WW W W W W W W W W W W W W W W W W W WW W R1 1 + 0 0 1 2 + 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1 8 + 0 0 1 9 + 0 0 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS S S SS SSSS SS SS SS SS SS SS SS SS MH 130 MH 129 MH 131 MH 128 MH 127 MH 126 MH 125 MH 110 MH 108 MH 111 MH 109 DI - 1411 DI - 1430 DI - 1422 DI - 1431 DI - 1423 DI - 1434 DI - 1436 DI - 1420 DI - 1433 DI - 1425 DI - 1435 DI - 1419 DI - 1424 DI - 1418 DI - 1417 EXISTING WE T L A N D S STREET N S T R E E T T SCM #14 STREET N S T R E E T T CB - 1428 CB - 1427 CB - 1415 CB - 1414 CB - 1416 CB - 1426 CB - 1413 CB - 1407 CB - 1429 CB - 1410 CB - 1402 CB - 1403 CB - 1404 CB - 1408DI - 1437 DI - 1438 CB - 1409 JB - 1412 FES - 1401 DI - 1419A CB - 1426A STREET N 270 275 280 285 290 295 300 305 310 315 320 325 270 275 280 285 290 295 300 305 310 315 320 325 1.50% -5. 0 0 % 4.99% -1.00% -3.02 % LVC: 160.00' AD: 5.99 K: 26.7 PVI EL: 300.76' PVI STA: 10+65.45 LOW PT EL: 301.42' LOW PT STA: 10+12.18 ST A : 9 + 8 5 . 4 5 EL : 3 0 1 . 5 6 ' ST A : 1 1 + 4 5 . 4 5 EL : 3 0 4 . 7 5 ' LVC: 75.00' AD: 1.98 K: 37.9 PVI EL: 304.13' PVI STA: 16+00.00 LOW PT EL: 303.00' LOW PT STA: 16+37.50 ST A : 1 5 + 6 2 . 5 0 EL : 3 0 6 . 0 0 ' ST A : 1 6 + 3 7 . 5 0 EL : 3 0 3 . 0 0 ' LVC: 75.00' AD: -3.49 K: 21.5 PVI EL: 310.23' PVI STA: 12+55.44 HIGH PT EL: 310.79' HIGH PT STA: 12+92.94 ST A : 1 2 + 1 7 . 9 4 EL : 3 0 8 . 3 6 ' ST A : 1 2 + 9 2 . 9 4 EL : 3 1 0 . 7 9 ' LVC: 160.00' AD: -6.50 K: 24.6 PVI EL: 312.80' PVI STA: 14+26.61 HIGH PT EL: 311.88' HIGH PT STA: 13+83.53 ST A : 1 3 + 4 6 . 6 1 EL : 3 1 1 . 6 0 ' ST A : 1 5 + 0 6 . 6 1 EL : 3 0 8 . 8 0 ' PV I S T A : 9 + 7 3 . 4 6 EL : 3 0 1 . 6 8 ' PV I S T A : 1 9 + 4 9 . 4 2 EL : 2 9 3 . 5 8 ' 10+00 28 9 . 5 9 30 1 . 4 5 10+50 29 3 . 9 9 30 1 . 6 9 11+00 29 8 . 5 1 30 2 . 8 7 11+50 30 3 . 3 3 30 4 . 9 7 12+00 30 7 . 4 2 30 7 . 4 7 12+50 31 1 . 6 2 30 9 . 7 2 13+00 31 4 . 5 9 31 0 . 9 0 13+50 31 6 . 3 8 31 1 . 6 5 14+00 31 4 . 4 8 31 1 . 8 2 14+50 30 9 . 4 1 31 0 . 9 8 15+00 30 1 . 8 3 30 9 . 1 2 15+50 29 2 . 9 4 30 6 . 6 3 16+00 28 9 . 8 7 30 4 . 3 2 16+50 29 2 . 5 7 30 2 . 6 2 17+00 30 0 . 6 1 30 1 . 1 1 17+50 30 3 . 6 6 29 9 . 6 0 18+00 30 2 . 3 9 29 8 . 0 9 18+50 30 0 . 0 8 29 6 . 5 8 19+00 29 6 . 7 2 29 5 . 0 7 19+50 29 3 . 4 9 20+00 29 0 . 8 4 30" RCP 213.24 LF 8" PVC @ 1.00% 364.46 LF 8" DIP @ 0.60% 91.47 LF 8" PVC @ 1.00% 65.03 LF 8" PVC@ 2.03% 72.79 L F 8" PVC@ 2.45 % 108.0 6 L F 8" PV C @ 3.2 0 % MH 1 3 1 ST A : 1 0 + 7 3 . 8 4 , RI M : 3 0 2 . 1 3 IN V . O U T : 2 9 3 . 7 8 ( ) 0. 0 0 ' - 4 ' D I A . MH 1 3 0 ST A : 1 2 + 8 7 . 0 8 , RI M : 3 1 0 . 7 0 IN V . O U T : 2 9 1 . 4 6 ( M H 1 2 9 ) 0. 0 9 ' R - 4 ' D I A . MH 1 2 9 ST A : 1 6 + 5 1 . 2 8 , RI M : 3 0 2 . 5 3 IN V . O U T : 2 8 9 . 0 8 ( M H 1 2 8 ) IN V . I N : 2 8 9 . 2 8 ( M H 1 3 0 ) 2. 5 3 ' L - 4 ' D I A . MH 1 2 8 ST A : 1 7 + 4 2 . 7 7 , RI M : 2 9 9 . 8 0 IN V . O U T : 2 8 7 . 9 6 ( M H 1 2 7 ) IN V . I N : 2 8 8 . 1 6 ( M H 1 2 9 ) 0. 7 3 ' L - 4 ' D I A . MH 1 2 7 ST A : 1 8 + 0 7 . 9 1 , RI M : 2 9 7 . 8 5 IN V . O U T : 2 8 6 . 4 4 ( M H 1 2 6 ) IN V . I N : 2 8 6 . 6 4 ( M H 1 2 8 ) 0. 2 5 ' L - 4 ' D I A . MH 1 2 6 ST A : 1 8 + 8 0 . 7 4 , RI M : 2 9 5 . 4 8 IN V . O U T : 2 8 4 . 4 6 ( M H 1 2 5 ) IN V . I N : 2 8 4 . 6 6 ( M H 1 2 7 ) 1. 2 7 ' L - 4 ' D I A . MH 1 2 5 ST A : 1 9 + 8 2 . 7 5 , RI M : 2 9 3 . 4 3 IN V . O U T : 2 8 0 . 8 0 ( M H 1 2 4 ) IN V . I N : 2 8 1 . 0 0 ( M H 1 2 6 ) 25 . 3 9 ' R - 4 ' D I A . 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 18" RCP 15" RCP CB - 1 4 2 8 ST A : 1 0 + 0 8 . 0 5 , 1 3 . 5 0 ' R CB - 1 4 2 7 ST A : 1 0 + 1 3 . 4 3 , 1 3 . 4 8 ' R 15" RCP CB - 1 4 2 6 ST A : 1 1 + 2 6 . 0 8 , 1 3 . 4 3 ' R CB - 1 4 1 0 ST A : 1 2 + 6 0 . 3 1 , 1 3 . 4 8 ' R CB - 1 4 1 6 ST A : 1 2 + 3 2 . 6 0 , 1 3 . 5 2 ' L CB - 1 4 0 9 ST A : 1 4 + 5 5 . 1 4 , 1 3 . 4 0 ' R CB - 1 4 1 3 ST A : 1 5 + 7 0 . 5 2 , 1 3 . 5 2 ' L 15" RCP CB - 1 4 0 8 ST A : 1 5 + 7 5 . 7 7 , 1 3 . 6 0 ' R CB - 1 4 2 9 ST A : 1 6 + 7 8 . 1 4 , 1 3 . 5 0 ' L CB - 1 4 0 6 ST A : 1 6 + 7 8 . 1 1 , 1 3 . 5 0 ' R CB - 1 4 0 4 ST A : 1 8 + 2 1 . 0 9 , 1 3 . 5 0 ' R CB - 1 4 0 2 ST A : 1 9 + 5 9 . 6 0 , 2 9 . 7 1 ' R PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE CB - 1 4 0 3 ST A : 1 8 + 2 1 . 0 2 , 1 3 . 5 0 ' L 24" MIN 4' MIN. 24" MIN 8" DIP WATER 6" C900 PVC RECLAIMED WATER 8"x8" TEE 6"x6" TEE (1) 6" GV & BO ASSEMBLY (1) 8" GV & BO ASSEMBLY 4' MIN. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. ST A : 1 2 + 2 5 . 5 0 S T R E E T T ST A : 1 3 + 9 3 . 0 9 S T R E E T N = EL : 3 1 1 . 8 6 ' VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =239' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =276' Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 24" MIN 24" MIN 24" MIN 24" MIN 24" MIN 24" MIN FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 18" RCP CB - 1 4 2 6 A ST A : 1 1 + 1 2 . 2 9 , 1 3 . 5 0 ' L 15" RCP (1) 6" GV & BO ASSEMBLY (1) 8" GV & BO ASSEMBLY 24" MIN 4' MIN. 4' MIN. CB - 1 4 0 7 ST A : 1 0 + 5 1 . 2 8 , 1 6 . 9 1 ' L ST R E E T N P L A N & P R O F I L E C7.07 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 7 . 0 7 - C 7 . 1 2 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 0 4 : 2 3 A M - MO W E R S , C H A R L I E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 T T 775 765 761 826 817 787 788 779 784 785 786 774 773 823 824 821 820 819 816 815 814 813 818 759 758 757 780 781 782 783 768 762 763 825 812 811 810 764 766 767 772769 770 771 760 778 776 777 822 800 802 801 809 R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R 10+ 0 0 11+ 0 0 12+ 0 0 13+00 14+00 15+00 16+00 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 14 + 0 0 15 + 0 0 1 0 + 0 0 1 1 + 0 0 12+00 1 3 + 0 0 S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S MH 164 MH 163 MH 161 MH 162 MH 160 MH 148 MH 159 MH 147 MH 146 MH 145 MH 144 MH 154 MH 143 MH 165 MH 166 EX I S T I N G W E T L A N D S EXISTING WETLANDS EXISTING WETLANDS CB - 1552 CB - 1536 CB - 1537 CB - 1534 CB - 1531 CB - 1554 CB - 1556 CB - 1533 CB - 1532 CB - 1529 CB - 1563 CB - 1527 CB - 1523 CB - 1521 CB - 1546 CB - 1519 CB - 1518 CB - 1520 CB - 1506 CB - 1513 CB - 1514 DI - 1547 DI - 1535 DI - 1555 DI - 1557 DI - 1558 DI - 1559 DI - 1550 DI - 1564 DI - 1548 DI - 1546A ST R E E T P ST R E E T S STREET P S T R E E T Q DI - 1550A DI - 1558A DI - 1558B STREET P 295 300 305 310 315 320 325 330 335 340 345 350 355 360 295 300 305 310 315 320 325 330 335 340 345 350 355 360 STREET P 275 280 285 290 295 300 305 310 315 320 325 330 335 340 275 280 285 290 295 300 305 310 315 320 325 330 335 340 10+00 34 8 . 5 8 10+50 34 9 . 5 0 34 6 . 2 9 11+00 34 9 . 1 3 34 5 . 7 7 11+50 34 7 . 9 6 34 3 . 5 7 12+00 34 5 . 3 3 34 1 . 0 7 12+50 34 3 . 4 4 33 8 . 5 7 13+00 34 2 . 2 9 33 6 . 0 7 13+50 34 3 . 2 7 33 3 . 5 7 14+00 34 1 . 3 9 33 0 . 9 3 14+50 34 0 . 1 9 32 7 . 9 5 15+00 33 5 . 7 8 32 4 . 6 5 15+50 33 2 . 9 8 32 1 . 1 5 16+00 32 8 . 3 8 31 8 . 0 1 16+50 32 5 . 5 7 31 5 . 9 1 17+00 32 3 . 6 3 31 4 . 8 4 0.54% -7. 0 0 % -5. 0 0 % LVC: 75.00' AD: -5.54 K: 13.5 PVI EL: 346.51' PVI STA: 10+91.18 HIGH PT EL: 346.33' HIGH PT STA: 10+61.00 ST A : 1 0 + 5 3 . 6 8 EL : 3 4 6 . 3 1 ' ST A : 1 1 + 2 8 . 6 8 EL : 3 4 4 . 6 4 ' LVC: 150.00' AD: -2.00 K: 75.0 PVI EL: 329.64' PVI STA: 14+28.71 HIGH PT EL: 333.39' HIGH PT STA: 13+53.71 ST A : 1 3 + 5 3 . 7 1 EL : 3 3 3 . 3 9 ' ST A : 1 5 + 0 3 . 7 1 EL : 3 2 4 . 3 9 ' PV I S T A : 1 0 + 3 7 . 7 5 EL : 3 4 6 . 2 2 ' 0.54% -7. 0 0 % -5. 0 0 % LVC: 130.00' AD: 5.50 K: 23.6 PVI EL: 315.98' PVI STA: 16+23.75 LOW PT EL: 315.01' LOW PT STA: 16+88.75 ST A : 1 5 + 5 8 . 7 5 EL : 3 2 0 . 5 3 ' ST A : 1 6 + 8 8 . 7 5 EL : 3 1 5 . 0 1 ' 17+00 32 3 . 6 3 31 4 . 8 4 17+50 32 1 . 0 3 31 4 . 0 9 18+00 31 9 . 2 7 31 3 . 3 4 18+50 31 6 . 9 7 31 2 . 5 9 19+00 31 4 . 9 5 31 1 . 8 4 19+50 31 3 . 3 7 31 1 . 0 8 20+00 31 1 . 7 5 30 9 . 9 9 20+50 30 9 . 2 8 30 8 . 5 6 21+00 30 7 . 6 3 30 7 . 1 3 21+50 30 5 . 7 5 30 5 . 6 9 22+00 30 4 . 1 7 -1.50% -2.87 % LVC: 75.00' AD: -1.37 K: 54.7 PVI EL: 310.71' PVI STA: 19+75.12 HIGH PT EL: 311.28' HIGH PT STA: 19+37.62 ST A : 1 9 + 3 7 . 6 2 EL : 3 1 1 . 2 8 ' ST A : 2 0 + 1 2 . 6 2 EL : 3 0 9 . 6 4 ' PV I S T A : 2 1 + 7 8 . 5 7 EL : 3 0 4 . 8 7 ' 78. 2 6 L F 8" P V C @ 5 . 9 9 % 61 . 4 6 L F 8" P V C @ 8 . 4 0 % 84. 0 3 L F 8" P V C @ 6 . 3 9 % 24 0 . 2 3 L F 8" P V C @ 6 . 9 5 % 62.17 LF 8" PVC @ 0.66% 238.38 L F 8" PV C @ 2.85 % 231.2 9 L F 8" PV C @ 3.0 5 % MH 1 6 4 ST A : 1 0 + 9 0 . 3 7 , RI M : 3 4 6 . 0 1 IN V . O U T : 3 3 8 . 2 5 ( M H 1 6 3 ) 0. 0 0 ' - 4 ' D I A . MH 1 6 3 ST A : 1 1 + 6 8 . 6 3 , RI M : 3 4 2 . 6 4 IN V . O U T : 3 3 3 . 3 6 ( M H 1 6 2 ) IN V . I N : 3 3 3 . 5 6 ( M H 1 6 4 ) 0. 0 8 ' L - 4 ' D I A . MH 1 6 2 ST A : 1 2 + 3 0 . 2 4 , RI M : 3 3 9 . 5 5 IN V . O U T : 3 2 8 . 0 0 ( M H 1 6 1 ) IN V . I N : 3 2 8 . 2 0 ( M H 1 6 3 ) 0. 5 2 ' R - 4 ' D I A . MH 1 4 8 ST A : 1 2 + 7 2 . 6 2 , RI M : 3 3 7 . 4 3 IN V . O U T : 3 2 8 . 6 8 ( M H 1 4 7 ) 0. 3 4 ' L - 4 ' D I A . MH 1 4 7 ST A : 1 3 + 5 6 . 8 2 , RI M : 3 3 3 . 2 2 IN V . O U T : 3 2 3 . 1 1 ( M H 1 4 6 ) IN V . I N : 3 2 3 . 3 1 ( M H 1 4 8 ) 0. 4 4 ' L - 4 ' D I A . MH 1 4 6 ST A : 1 5 + 9 7 . 2 5 , RI M : 3 1 8 . 1 4 IN V . O U T : 3 0 6 . 2 1 ( M H 1 4 5 ) IN V . I N : 3 0 6 . 4 1 ( M H 1 4 7 ) 0. 5 3 ' L - 4 ' D I A . MH 1 4 5 ST A : 1 6 + 5 9 . 3 1 , RI M : 3 1 5 . 6 0 IN V . O U T : 3 0 5 . 6 0 ( M H 1 4 4 ) IN V . I N : 3 0 5 . 8 0 ( M H 1 4 6 ) 1. 7 1 ' L - 4 ' D I A . MH 1 4 4 ST A : 1 8 + 9 7 . 5 4 , RI M : 3 1 1 . 8 7 IN V . O U T : 2 9 8 . 6 0 ( M H 1 4 3 ) IN V . I N : 2 9 8 . 8 0 ( M H 1 4 5 ) 0. 1 7 ' L - 4 ' D I A . MH 1 4 3 ST A : 2 1 + 2 8 . 8 3 , RI M : 3 0 6 . 3 0 IN V . O U T : 2 9 1 . 2 4 ( M H 1 4 2 ) IN V . I N : 2 9 1 . 5 4 ( M H 1 4 4 ) IN V . I N : 2 9 1 . 5 4 ( M H 1 6 5 ) 0. 0 0 ' - 4 ' D I A . 18" RCP CB - 1 5 3 6 ST A : 1 1 + 8 7 . 6 5 , 1 3 . 5 5 ' R CB - 1 5 3 7 ST A : 1 2 + 1 5 . 2 8 , 1 3 . 5 4 ' L CB - 1 5 5 6 ST A : 1 3 + 7 7 . 7 2 , 1 3 . 4 2 ' R CB - 1 5 3 3 ST A : 1 4 + 8 2 . 1 9 , 1 3 . 5 0 ' L 18" RCP CB - 1 5 3 2 ST A : 1 5 + 8 1 . 2 6 , 1 3 . 5 0 ' L CB - 1 5 2 9 ST A : 1 5 + 8 3 . 0 0 , 1 3 . 5 0 ' R 18" R C P CB - 1 5 2 7 ST A : 1 6 + 7 8 . 6 1 , 1 3 . 5 0 ' R 18" RC P CB - 1 5 2 3 ST A : 1 8 + 1 7 . 0 8 , 1 3 . 5 0 ' R CB - 1 5 6 3 ST A : 1 8 + 2 0 . 8 1 , 1 3 . 4 2 ' L 24" RCP CB - 1 5 2 1 ST A : 1 9 + 3 6 . 2 1 , 1 3 . 3 6 ' R 15" RCP CB - 1 5 4 6 ST A : 1 9 + 8 5 . 1 7 , 1 3 . 5 0 ' L CB - 1 5 2 0 ST A : 2 0 + 1 7 . 3 9 , 1 3 . 5 0 ' R 18" RCP CB - 1 5 1 3 ST A : 2 1 + 5 3 . 8 1 , 1 3 . 5 0 ' R 15" RCP PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE WOODS CREEK RD WIDENING (SEE PLANS BY RKA) 18" MIN CB - 1 5 1 4 ST A : 2 1 + 5 3 . 8 1 , 1 3 . 5 0 ' L 4' MIN. 8" DIP WATER 6" C900 PVC RECLAIMED WATER 8"x8" TEE 6"x6" TEE 8"x8" TEE 24" MIN REMOVE BOA'S AND TIE TO EXISTING 8" WATER AND 6" RECLAIMED 8" DIP WATER 6" C900 PVC RECLAIMED WATER 24" MIN ST A : 1 0 + 0 0 . 0 0 S T R E E T Q ST A : 1 2 + 3 6 . 3 2 S T R E E T P = EL : 3 3 9 . 2 6 ' EXISTING 8" WATER AND 6" RECLAIMED VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =257' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =275' 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY ST A : 1 5 + 0 1 . 1 5 S T R E E T S ST A : 1 9 + 7 7 . 3 1 S T R E E T P = EL : 3 1 0 . 5 4 ' BOA 3.5' SIGHT ELEV. ØØØØØØØØØØØ VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =257' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =312' 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. 24" MIN 24" MIN 24" MIN 24" MIN FIRE HYDRANT ASSEMBLY 24" MIN 24" MIN ST R E E T P P L A N & P R O F I L E C7.08 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 0 7 - C 7 . 1 2 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 2 7 : 5 1 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 T T T T T T T 795 765 761 826 828 832 817 835 837 834 836 796 799 798 797 823 824 821 820 819 818 829 830 831 833 759 758 757 768 762 763 825 827 764 766 767 760 822 800 802801 803 804 805 806 807 R R R R R R R R R R R R W W W W W W W W W W W W R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 10 + 0 0 11 + 0 0 12 + 0 0 16+46. 1 7 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SS SS SS SS S S S S SS S S SS SS SS SS SS SS SS SS SS SS SS SS MH 164 MH 163 MH 161 MH 162 MH 160 MH 148 MH 159 MH 147 MH 158 MH 157 MH 155 MH 151 MH 150 12 5 ' D U K E E N E R G Y T R A N S M I S S I O N L I N E R/W R E S E R V A T I O N ( B M 2 0 1 9 P G 1 7 7 9 ) 12 5 ' D U K E E N E R G Y T R A N S M I S S I O N L I N E R/W R E S E R V A T I O N ( B M 2 0 1 9 P G 1 7 7 9 ) CB - 1552 CB - 1536 CB - 1537 CB - 1534 CB - 1531 CB - 1554 CB - 1556 CB - 1530 CB - 1533 CB - 1528 CB - 1525 CB - 1508 CB - 1509 CB - 1560 CB - 1562 CB - 1507 DI - 1535 DI - 1555 DI - 1539 DI - 1557 DI - 1538 DI - 1559 DI - 1550 DI - 1561 ST R E E T P STREET Q STREE T Q ST R E E T S CB - 1541 DI - 1550A DI - 1560 SS SS MH 156 STREET Q 295 300 305 310 315 320 325 330 335 340 345 350 295 300 305 310 315 320 325 330 335 340 345 350 -5. 0 0 % -2.00% -1.97% -1.78% -5. 0 0 % -2.00% -1.97% -1.78% LVC: 80.00' AD: 3.00 K: 26.7 PVI EL: 319.59' PVI STA: 15+23.27 LOW PT EL: 318.79' LOW PT STA: 15+63.27 ST A : 1 4 + 8 3 . 2 7 EL : 3 2 1 . 5 9 ' ST A : 1 5 + 6 3 . 2 7 EL : 3 1 8 . 7 9 ' LVC: 75.00' AD: -3.22 K: 23.3 PVI EL: 335.63' PVI STA: 12+02.40 HIGH PT EL: 336.30' HIGH PT STA: 11+64.90 ST A : 1 1 + 6 4 . 9 0 EL : 3 3 6 . 3 0 ' ST A : 1 2 + 3 9 . 9 0 EL : 3 3 3 . 7 5 ' PV I S T A : 1 0 + 0 0 . 0 1 EL : 3 3 9 . 2 6 ' PV I S T A : 1 6 + 4 6 . 1 7 EL : 3 1 7 . 1 3 ' PV I S T A : 1 0 + 1 5 . 3 3 EL : 3 3 8 . 9 5 ' 10+00 34 3 . 8 2 10+50 34 6 . 3 9 33 8 . 3 4 11+00 34 6 . 4 4 33 7 . 4 5 11+50 34 5 . 8 6 33 6 . 5 6 12+00 34 4 . 4 3 33 5 . 4 1 12+50 34 2 . 8 9 33 3 . 2 5 13+00 33 9 . 9 2 33 0 . 7 5 13+50 33 6 . 5 2 32 8 . 2 5 14+00 33 2 . 8 8 32 5 . 7 5 14+50 32 8 . 7 7 32 3 . 2 5 15+00 32 3 . 6 9 32 0 . 8 0 15+50 31 8 . 4 7 31 9 . 0 8 16+00 31 4 . 2 4 31 8 . 0 5 70.91 LF 8" PVC@ 2.08% 110.31 LF 8" PVC@ 1.88% 89.1 3 L F 8" P V C @ 4. 0 4 % 70.73 L F 8" PV C @ 3.3 2 % 5 7 . 5 1 L F 8" P V C @ 8 . 4 7 % 8 4 . 6 3 L F 8" P V C @ 9 . 6 5 % MH 1 5 5 ST A : 1 4 + 8 4 . 1 0 , RI M : 3 2 1 . 5 3 IN V . O U T : 3 0 3 . 5 9 ( M H 1 5 1 ) IN V . I N : 3 0 4 . 4 6 ( M H 1 5 7 ) IN V . I N : 3 0 4 . 4 6 ( M H 1 5 6 ) 0. 9 1 ' R - 4 ' D I A . MH 1 5 7 ST A : 1 3 + 9 9 . 2 5 , RI M : 3 2 5 . 7 5 IN V . O U T : 3 1 2 . 6 3 ( M H 1 5 5 ) IN V . I N : 3 1 2 . 8 3 ( M H 1 5 8 ) 1. 8 2 ' R - 4 ' D I A . MH 1 5 8 ST A : 1 3 + 4 1 . 6 0 , RI M : 3 2 8 . 6 4 IN V . O U T : 3 1 7 . 7 0 ( M H 1 5 7 ) IN V . I N : 3 1 7 . 9 0 ( M H 1 5 9 ) 1. 3 9 ' R - 4 ' D I A . MH 1 5 9 ST A : 1 2 + 7 0 . 7 0 , RI M : 3 3 2 . 1 9 IN V . O U T : 3 2 0 . 2 5 ( M H 1 5 8 ) IN V . I N : 3 2 0 . 4 5 ( M H 1 6 0 ) 1. 2 0 ' R - 4 ' D I A . MH 1 6 0 ST A : 1 1 + 8 1 . 3 8 , RI M : 3 3 5 . 9 3 IN V . O U T : 3 2 4 . 0 5 ( M H 1 5 9 ) IN V . I N : 3 2 4 . 2 5 ( M H 1 6 1 ) 0. 9 0 ' R - 4 ' D I A . MH 1 6 1 ST A : 1 0 + 7 1 . 0 0 , RI M : 3 3 7 . 9 3 IN V . O U T : 3 2 6 . 3 2 ( M H 1 6 0 ) IN V . I N : 3 2 6 . 5 2 ( M H 1 6 2 ) 1. 4 4 ' R - 4 ' D I A . CB - 1 5 5 2 ST A : 1 0 + 4 4 . 9 0 , 1 3 . 5 3 ' L CB - 1 5 3 4 ST A : 1 0 + 4 8 . 3 1 , 1 3 . 5 3 ' R 24" R C P 15" RCP CB - 1 5 3 1 ST A : 1 1 + 8 5 . 8 4 , 1 3 . 5 0 ' R CB - 1 5 5 4 ST A : 1 1 + 9 1 . 4 7 , 2 9 . 5 0 ' L 24" RC P CB - 1 5 3 0 ST A : 1 3 + 0 1 . 6 6 , 1 3 . 5 0 ' R 24" R C P CB - 1 5 2 8 ST A : 1 4 + 4 3 . 2 6 , 1 3 . 5 0 ' R CB - 1 5 2 5 ST A : 1 4 + 3 8 . 7 0 , 1 3 . 5 0 ' L CB - 1 5 0 9 ST A : 1 6 + 0 8 . 0 3 , 3 8 . 5 7 ' L 15" RCP PROPOSED GRADE EXISTING GRADE 18" MIN 8"x8" TEE 8" DIP WATER 6" C900 PVC RECLAIMED WATER MH 1 6 2 ST A : 1 2 + 3 0 . 2 4 , RI M : 3 3 9 . 5 5 IN V . O U T : 3 2 8 . 0 0 ( M H 1 6 1 ) IN V . I N : 3 2 8 . 2 0 ( M H 1 6 3 ) 0. 5 2 ' R - 4 ' D I A . ST A : 1 0 + 0 0 . 0 0 S T R E E T S ST A : 1 4 + 7 8 . 2 4 S T R E E T Q = EL : 3 2 1 . 8 4 ' Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3.5' SIGHT ELEV. Ø Ø Ø Ø Ø Ø Ø VERTICAL SIGHT DISTANCE ( RT TURN) REQUIRED =257' VERTICAL SIGHT DISTANCE ( LT TURN) REQUIRED =194' 3.5' SIGHT ELEV. 3.5' SIGHT ELEV. 24" MIN FIRE HYDRANT ASSEMBLY (1) 6" GV & BO ASSEMBLY (1) 8" GV & BO ASSEMBLY 24" MIN 126.79 L F 8" PVC @ 3.15% MH 1 5 6 ST A : 1 6 + 1 0 . 9 3 , RI M : 3 1 7 . 8 2 IN V . O U T : 3 0 8 . 4 6 ( M H 1 5 5 ) 0. 8 6 ' R - 4 ' D I A . ST R E E T Q P L A N & P R O F I L E C7.09 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 0 7 - C 7 . 1 2 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 2 8 : 3 7 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. SPECIAL BEDDING REQUIRED. SEE NOTE 2. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 795 792 828 787 796 794 793 791 790 799 789 798 788 797 779 784 785 786 815 814 813829 830 831 780 781 782 783 812 811 810 778 802 801 808 803 804 805 806 807 809 R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 10+00 11+00 12+00 13+00 14+00 15+0 0 16 + 4 6 . 1 7 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 SS SS SS S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS MH 158 MH 157 MH 155 MH 144 MH 151 MH 154 MH 152 MH 143 MH 142 MH 150 MH 166 EX I S T I N G W E T L A N D S E X I S T I N G W E T L A N D S CB - 1530 CB - 1528 CB - 1525 CB - 1508 CB - 1563 CB - 1509 CB - 1560 CB - 1562 CB - 1523 CB - 1521 CB - 1546 CB - 1519 CB - 1518 CB - 1507 CB - 1520 CB - 1506A CB - 1506 CB - 1522 CB - 1503 CB - 1513 CB - 1514 DI - 1558 DI - 1550 DI - 1564 DI - 1502 DI - 1548 DI - 1546A S T R E E T P STRE E T S ST R E E T Q STRE E T S CB - 1541 DI - 1550A DI - 1558A DI - 1558B DI - 1560 SS SS MH 156 MH 153 STREET S 285 290 295 300 305 310 315 320 325 330 335 285 290 295 300 305 310 315 320 325 330 335 -2.30% 1.25%2.00% -2.00% -7 . 1 5 % LVC: 220.96' AD: 8.40 K: 26.3 PVI EL: 307.32' PVI STA: 12+50.69 LOW PT EL: 308.50' LOW PT STA: 13+28.28 ST A : 1 1 + 4 0 . 2 1 EL : 3 1 5 . 2 2 ' ST A : 1 3 + 6 1 . 1 8 EL : 3 0 8 . 7 0 ' LVC: 61.76' AD: -5.15 K: 12.0 PVI EL: 320.47' PVI STA: 10+66.74 HIGH PT EL: 321.09' HIGH PT STA: 10+35.86 ST A : 1 0 + 3 5 . 8 6 EL : 3 2 1 . 0 9 ' ST A : 1 0 + 9 7 . 6 2 EL : 3 1 8 . 2 6 ' PVI STA: 10+00.00 EL: 321.84' PV I S T A : 1 0 + 1 1 . 0 1 EL : 3 2 1 . 5 8 ' PV I S T A : 1 4 + 9 0 . 1 5 EL : 3 1 0 . 3 2 ' PVI STA: 15+01.15 EL: 310.54' 10+00 32 5 . 9 4 32 1 . 8 4 10+50 32 4 . 8 4 32 0 . 7 2 11+00 32 1 . 9 5 31 8 . 0 9 11+50 31 8 . 9 2 31 4 . 5 4 12+00 31 6 . 8 6 31 1 . 6 3 12+50 31 5 . 5 6 30 9 . 6 6 13+00 31 3 . 7 9 30 8 . 6 5 13+50 31 2 . 4 2 30 8 . 5 9 14+00 31 2 . 7 4 30 9 . 1 9 14+50 31 3 . 0 6 30 9 . 8 2 15+00 31 2 . 2 8 31 0 . 5 1 MH 1 5 5 ST A : 1 4 + 8 4 . 1 0 , RI M : 3 2 1 . 5 3 IN V . O U T : 3 0 3 . 5 9 ( M H 1 5 1 ) IN V . I N : 3 0 4 . 4 6 ( M H 1 5 7 ) IN V . I N : 3 0 4 . 4 6 ( M H 1 5 6 ) 0. 9 1 ' R - 4 ' D I A . MH 1 5 1 ST A : 1 2 + 3 5 . 3 7 , RI M : 3 1 0 . 0 2 IN V . O U T : 2 9 8 . 3 4 ( M H 1 5 0 ) IN V . I N : 2 9 8 . 5 4 ( M H 1 5 5 ) 5. 9 1 ' R - 4 ' D I A . MH 1 5 2 ST A : 1 3 + 1 5 . 4 7 , RI M : 3 0 8 . 4 1 IN V . O U T : 3 0 0 . 5 6 ( ) IN V . I N : 3 0 0 . 7 6 ( M H 1 5 3 ) 5. 8 2 ' R - 4 ' D I A . MH 1 5 4 ST A : 1 4 + 1 5 . 3 8 , RI M : 3 0 9 . 2 7 IN V . O U T : 3 0 1 . 9 6 ( M H 1 5 3 ) 5. 4 1 ' R - 4 ' D I A . 236.37 L F 8" PVC@ 2.14% 81.63 LF 8 " P V C @ 2.47% 52.87 LF 8" PVC @ 0.95% CB - 1 5 0 8 ST A : 1 0 + 3 7 . 7 1 , 1 3 . 5 0 ' L CB - 1 5 0 7 ST A : 1 2 + 5 2 . 2 9 , 1 3 . 4 6 ' L 30" RC P 30" RC P CB - 1 5 2 2 ST A : 1 3 + 2 5 . 1 4 , 1 3 . 5 4 ' R CB - 1 5 0 6 A ST A : 1 3 + 2 6 . 1 4 , 2 7 . 4 3 ' L CB - 1 5 0 6 ST A : 1 3 + 3 2 . 1 5 , 2 7 . 4 3 ' L CB - 1 5 0 3 ST A : 1 3 + 3 0 . 3 5 , 1 3 . 5 2 ' R CB - 1 5 1 8 ST A : 1 4 + 5 9 . 0 9 , 1 3 . 5 0 ' L CB - 1 5 1 9 ST A : 1 4 + 5 9 . 2 6 , 1 3 . 3 9 ' R 30" RCP PROPOSED GRADE EXISTING GRADE 18" MIN 18" MIN 18" MIN 24" MIN CB - 1 5 4 1 ST A : 1 2 + 4 1 . 7 7 , 1 3 . 5 3 ' R 8" DIP WATER 6" C900 PVC RECLAIMED WATER 6"x6" TEE 8"x8" TEE 24" MIN 4' MIN. 8"x8" TEE ST A : 1 0 + 0 0 . 0 0 S T R E E T S = EL : 3 2 1 . 8 4 ' ST A : 1 4 + 7 8 . 2 4 S T R E E T Q ST A : 1 5 + 0 1 . 1 5 S T R E E T S = EL : 3 1 0 . 5 4 ' ST A : 1 9 + 7 7 . 3 1 S T R E E T P FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY MH 1 5 3 ST A : 1 3 + 6 7 . 2 5 , RI M : 3 0 8 . 6 6 IN V . O U T : 3 0 1 . 2 6 ( M H 1 5 2 ) IN V . I N : 3 0 1 . 4 6 ( M H 1 5 4 ) 5. 6 2 ' R - 4 ' D I A . 48.86 LF 8" PVC @ 1.02% ST R E E T S P L A N & P R O F I L E C7.10 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 0 7 - C 7 . 1 2 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 2 9 : 2 2 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 T T T T T T T T T 741 742 735 743 736 744 737 745 738 739 740 719 720 717 718 756 755 754 753 752 746 W W W W W R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W R 10+00 11+00 12+00 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 SS SS SS SS SS SS SS SS MH 130 DI - 1411 DI - 1430 DI - 1422 DI - 1431 DI - 1434 ST R E E T N STREET T ST R E E T N STREET T CB - 1415 CB - 1414 CB - 1416 CB - 1413 CB - 1410 CB - 1408 CB - 1409 STREET T 290 295 300 305 310 315 320 325 330 335 340 290 295 300 305 310 315 320 325 330 335 340 -2.00% -2.66% -2.00% PV I S T A : 1 0 + 4 0 . 5 0 EL : 3 1 5 . 9 4 ' PV I S T A : 1 0 + 6 8 . 9 5 EL : 3 1 5 . 3 7 ' PV I S T A : 1 1 + 8 9 . 2 3 EL : 3 1 2 . 1 8 ' PV I S T A : 1 2 + 1 4 . 9 4 EL : 3 1 1 . 6 6 ' 10+00 31 6 . 4 5 10+50 31 9 . 4 5 31 5 . 7 5 11+00 31 9 . 2 7 31 4 . 5 5 11+50 31 8 . 0 8 31 3 . 2 2 12+00 31 6 . 5 9 31 1 . 9 6 CB - 1 4 1 5 ST A : 1 1 + 8 0 . 4 4 , 1 3 . 3 7 ' R CB - 1 4 1 4 ST A : 1 1 + 8 0 . 4 9 , 1 3 . 5 1 ' L PROPOSED GRADE EXISTING GRADEPROPOSED GRADE WOODS CREEK RD WIDENING (SEE PLANS BY RKA) 4' MIN. REMOVE BOA'S AND TIE TO EXISTING 8" WATER AND 6" RECLAIMED 8"x8" TEE 8" DIP WATER6" C900 PVC RECLAIMED WATER 6"x6" TEE ST A : 1 2 + 2 5 . 5 0 S T R E E T T = EL : 3 1 1 . 8 6 ' ST A : 1 3 + 9 3 . 0 9 S T R E E T N EXISTING 8" WATER AND 6" RECLAIMED FIRE HYDRANT ASSEMBLY 24" MIN ST R E E T T P L A N & P R O F I L E C7.11 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 0 7 - C 7 . 1 2 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 3 0 : 0 6 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530 531 533534535536537538539540 545 542543544547546548 506 541 519 507 504 528 532 505 503 W W W W W W W R R R R R R R W R R R R R R R R R R R R W W W W W 23 + 0 0 24 + 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+52.07 SS SS SS SS DI - 1180 DI - 1158 CB - 1157CB - 1156CB - 1155 CB - 1154 CB - 1153 CB - 1152 ST R E E T G ALLEY 12 ALLEY 12 285 290 295 300 305 310 315 320 325 330 335 285 290 295 300 305 310 315 320 325 330 335 9+50 30 0 . 8 7 29 6 . 1 5 10+00 30 4 . 8 0 29 3 . 9 0 10+50 30 7 . 8 0 29 4 . 4 6 11+00 31 1 . 0 0 29 5 . 4 6 11+50 31 3 . 4 6 29 6 . 6 4 12+00 31 3 . 7 5 29 8 . 3 6 12+50 31 1 . 6 8 30 0 . 1 1 13+00 30 8 . 7 4 30 1 . 8 6 13+50 30 6 . 9 4 30 3 . 6 1 14+00 30 8 . 4 8 30 5 . 3 6 14+50 31 1 . 4 3 30 7 . 1 6 15+00 31 4 . 3 8 30 9 . 3 9 15+50 31 7 . 4 7 31 1 . 8 9 16+00 31 9 . 1 3 31 4 . 3 9 16+50 32 0 . 0 9 31 6 . 8 9 17+00 32 2 . 3 9 31 9 . 4 0 17+50 32 5 . 2 2 32 1 . 8 6 18+00 32 6 . 4 8 32 3 . 1 1 18+50 32 3 . 9 0 19+00 -2.00% 2.08% 2.00% 3.50% 5.00% 1.50% LVC: 45.00' AD: 1.50 K: 30.0 PVI EL: 296.25' PVI STA: 11+39.72 LOW PT EL: 295.80' LOW PT STA: 11+17.22 ST A : 1 1 + 1 7 . 2 2 EL : 2 9 5 . 8 0 ' ST A : 1 1 + 6 2 . 2 2 EL : 2 9 7 . 0 4 ' LVC: 75.00' AD: 1.50 K: 49.9 PVI EL: 307.63' PVI STA: 14+64.80 LOW PT EL: 306.32' LOW PT STA: 14+27.30 ST A : 1 4 + 2 7 . 3 0 EL : 3 0 6 . 3 2 ' ST A : 1 5 + 0 2 . 3 0 EL : 3 0 9 . 5 0 ' LVC: 45.03' AD: -3.50 K: 12.9 PVI EL: 322.56' PVI STA: 17+63.20 HIGH PT EL: 322.90' HIGH PT STA: 17+85.71 ST A : 1 7 + 4 0 . 6 8 EL : 3 2 1 . 4 3 ' ST A : 1 7 + 8 5 . 7 1 EL : 3 2 2 . 9 0 ' PVI STA: 10+00.00 EL: 293.90' PV I S T A : 1 0 + 1 1 . 0 0 EL : 2 9 3 . 6 8 ' PV I S T A : 1 8 + 5 2 . 0 7 EL : 3 2 3 . 9 4 ' PVI STA: 18+43.07 EL: 323.76' CB - 1 1 5 3 ST A : 1 0 + 4 2 . 4 6 , 1 0 . 4 9 ' R CB - 1 1 5 4 ST A : 1 2 + 0 2 . 6 4 , 1 0 . 5 7 ' R CB - 1 1 5 5 ST A : 1 3 + 6 2 . 4 3 , 1 0 . 6 6 ' R CB - 1 1 5 7 ST A : 1 6 + 7 2 . 4 3 , 1 0 . 5 0 ' R CB - 1 1 5 6 ST A : 1 5 + 3 7 . 7 9 , 1 0 . 6 4 ' R 24" RCP 18" RC P 18" RC P 15" R C P EXISTING GRADE EXISTING GRADE PROPOSED GRADE EXISTING 18" RCP 6" C900 PVC RECLAIMED WATER PHASE 1PHASE 2 ST A : 2 3 + 2 1 . 9 6 S T R E E T E ST A : 1 0 + 0 0 . 1 5 A L L E Y 1 2 = EL : 2 9 3 . 8 9 ' AL L E Y 1 2 P L A N & P R O F I L E C7.12 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 0 7 - C 7 . 1 2 P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 3 0 : 5 2 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.MECHANICAL VERTICAL BENDS NOT ALLOWED UNLESS SPECIFIED. PIPE SHOULD BE DEFLECTED PER MANUFACTURERS STANDARD. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 T T T T T T T T 50 6 26 0 . 4 3 CM P 8 4 30 2 7 6 26 0 . 7 6 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 7 7 26 0 . 7 7 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 8 0 26 0 . 6 3 CM P I N V 1 0 ' W 7 . 2 ' H 493 494 495 501 499 498 500 588 582583584 585586 587 580581 497 496 W W WWWWWW W W W W WWWWWW W W W W W W W W W W W W W W R R R R R R R R R R G G G G G G G G G G W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM 1 5 + 0 0 1 5 + 4 7 . 0 3 9+15 10+00 11+00 12+00 13+ 0 0 14+0 0 15+ 0 0 16+00 17+00 18+0 0 19+00 20+00 21 + 0 0 22+00 23+00 24+00 15+00 16+00 10 + 0 0 1 0 + 0 0 1 1 + 0 0 SS SS SS SS SS SS SS SS SS S S SS S S S S S S S S S S SS S S SS SS SS S S SS S S S S S S S S S S S S S S SS SS MH 119 MH 118MH 117 MH 114 MH 115 MH 113 MH 187 EX MH 106 MH 109MH 107 MH 186 PS 2 INFLUENT MH MH 112 S T R E E T F ( 5 5 ' P U B L I C R / W ) 30' PUE EXISTING WETLANDS CB - 1317 CB - 1336 CB - 1315 CB - 1314 DI - 1342 DI - 1132 DI - 1101 CB - 1131 CB - 1130 CB - 1129 CB - 1128 9+ 5 0 10 + 0 0 1 1 + 0 0 12 + 0 0 FES - 1126 JB - 1127 290 275 280 285 28 0 28 5 275 275 280 280 270 270 270 270 275 275 275 280 280 280 2 7 0 2 7 5 2 8 0 270 275 280 285 EXISTING STREAM TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER S T R E E T F ( 5 5 ' P U B L I C R / W ) 30' PUE EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YR FLOODPLAIN MH 185 275 280 285 280 285 275 280 285 285 290 290 2 7 5 27 5 2 8 0 28 0 2 8 5 28 5 270 275 275 280 RISER 13 FES 13 FES - 1100 RISER 11 FES 11 SCM #13SCM #11 36 " R C P 60" R C P GREENWAY SECTION 1 - PH 6-10 255 260 265 270 275 280 285 290 295 300 255 260 265 270 275 280 285 290 295 300 9+15 26 6 . 2 6 9+50 26 9 . 5 1 10+00 26 7 . 7 0 10+50 26 9 . 5 2 27 1 . 8 0 11+00 26 9 . 6 0 27 0 . 5 2 11+50 26 9 . 0 5 26 9 . 8 9 12+00 26 9 . 4 0 27 1 . 3 0 12+50 26 8 . 8 8 27 3 . 7 7 13+00 26 8 . 8 1 27 5 . 6 5 13+50 26 8 . 9 7 27 6 . 2 4 14+00 26 9 . 4 0 27 6 . 7 4 14+50 27 0 . 1 5 27 7 . 2 4 15+00 27 1 . 2 9 27 9 . 4 1 15+50 27 1 . 8 0 28 1 . 3 4 16+00 27 1 . 5 1 28 1 . 5 6 16+50 27 1 . 6 9 28 1 . 5 6 17+00 27 1 . 8 7 28 1 . 5 6 17+50 27 2 . 6 6 28 1 . 5 6 18+00 27 3 . 2 6 28 1 . 6 1 18+50 27 2 . 7 1 28 1 . 8 2 19+00 27 1 . 4 3 28 2 . 0 5 19+50 27 1 . 9 2 28 3 . 6 6 20+00 27 6 . 7 3 28 5 . 9 3 20+50 27 8 . 3 7 28 6 . 0 6 21+00 28 1 . 7 7 28 6 . 1 4 21+50 28 5 . 5 1 28 7 . 1 5 22+00 28 8 . 5 7 28 7 . 9 1 22+50 28 8 . 5 3 28 6 . 8 4 23+00 28 7 . 7 3 28 4 . 3 9 23+50 28 8 . 2 5 28 1 . 8 9 24+00 28 6 . 4 3 27 9 . 3 9 PROPOSED GRADE EXISTING GRADE 4.94% 2.20% -5. 0 0 % 0.00% 5.00% 0.00% 3.50% 5.20% 1.25% 1.00% 0.43% -3.00 % LVC: 30.00' AD: 2.20 K: 13.6 PVI EL: 286.06' PVI STA: 21+00.50 LOW PT EL: 286.06' LOW PT STA: 20+85.50 ST A : 2 0 + 8 5 . 5 0 EL : 2 8 6 . 0 6 ' ST A : 2 1 + 1 5 . 5 0 EL : 2 8 6 . 3 9 ' LVC: 97.25' AD: 7.94 K: 12.3 PVI EL: 268.95' PVI STA: 11+52.43 LOW PT EL: 269.86' LOW PT STA: 11+40.56 ST A : 1 1 + 0 3 . 8 1 EL : 2 7 0 . 4 1 ' ST A : 1 2 + 0 1 . 0 5 EL : 2 7 1 . 3 5 ' LVC: 20.00' AD: 4.00 K: 5.0 PVI EL: 277.32' PVI STA: 14+58.12 LOW PT EL: 277.22' LOW PT STA: 14+48.12 ST A : 1 4 + 4 8 . 1 2 EL : 2 7 7 . 2 2 ' ST A : 1 4 + 6 8 . 1 2 EL : 2 7 7 . 8 2 ' LVC: 20.00' AD: 3.07 K: 6.5 PVI EL: 282.07' PVI STA: 19+06.35 LOW PT EL: 282.02' LOW PT STA: 18+96.35 ST A : 1 8 + 9 6 . 3 5 EL : 2 8 2 . 0 2 ' ST A : 1 9 + 1 6 . 3 5 EL : 2 8 2 . 4 2 ' LVC: 30.00' AD: 1.70 K: 17.6 PVI EL: 283.57' PVI STA: 19+49.44 LOW PT EL: 283.05' LOW PT STA: 19+34.44 ST A : 1 9 + 3 4 . 4 4 EL : 2 8 3 . 0 5 ' ST A : 1 9 + 6 4 . 4 4 EL : 2 8 4 . 3 5 ' LVC: 30.00' AD: 0.43 K: 69.5 PVI EL: 281.56' PVI STA: 17+88.99 LOW PT EL: 281.56' LOW PT STA: 17+73.99 ST A : 1 7 + 7 3 . 9 9 EL : 2 8 1 . 5 6 ' ST A : 1 8 + 0 3 . 9 9 EL : 2 8 1 . 6 2 ' LVC: 90.00' AD: -7.20 K: 12.5 PVI EL: 288.60' PVI STA: 22+15.84 HIGH PT EL: 287.91' HIGH PT STA: 21+98.36 ST A : 2 1 + 7 0 . 8 4 EL : 2 8 7 . 6 1 ' ST A : 2 2 + 6 0 . 8 4 EL : 2 8 6 . 3 5 ' LVC: 30.00' AD: -5.20 K: 5.8 PVI EL: 286.06' PVI STA: 19+97.19 HIGH PT EL: 286.06' HIGH PT STA: 20+12.19 ST A : 1 9 + 8 2 . 1 9 EL : 2 8 5 . 2 8 ' ST A : 2 0 + 1 2 . 1 9 EL : 2 8 6 . 0 6 ' LVC: 60.00' AD: -5.00 K: 12.0 PVI EL: 272.22' PVI STA: 10+43.27 HIGH PT EL: 271.86' HIGH PT STA: 10+37.27 ST A : 1 0 + 1 3 . 2 7 EL : 2 7 1 . 6 2 ' ST A : 1 0 + 7 3 . 2 7 EL : 2 7 1 . 3 2 ' LVC: 20.00' AD: -3.68 K: 5.4 PVI EL: 275.45' PVI STA: 12+84.16 HIGH PT EL: 275.58' HIGH PT STA: 12+94.16 ST A : 1 2 + 7 4 . 1 6 EL : 2 7 4 . 9 6 ' ST A : 1 2 + 9 4 . 1 6 EL : 2 7 5 . 5 8 ' LVC: 60.00' AD: -5.00 K: 12.0 PVI EL: 281.56' PVI STA: 15+42.99 HIGH PT EL: 281.56' HIGH PT STA: 15+72.99 ST A : 1 5 + 1 2 . 9 9 EL : 2 8 0 . 0 6 ' ST A : 1 5 + 7 2 . 9 9 EL : 2 8 1 . 5 6 ' PV I S T A : 1 0 + 0 1 . 2 2 EL : 2 7 1 . 3 8 ' PV I S T A : 1 3 + 3 3 . 3 6 EL : 2 7 6 . 0 7 ' PROPOSED GRADE WOODS CREEK RD WIDENING (SEE PLANS BY RKA) 30" RCP 168.01 LF 12" PVC @ 7.38% 115.47 LF 8" PVC @ 6.55% GR E E N W A Y P L A N & PR O F I L E C7.14 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 1 4 - C 7 . 1 7 G R E E N W A Y P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 4 4 : 0 3 A M - MO W E R S , C H A R L I E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL GREENWAYS AND BOARDWALKS REQUIRE A BUILDING PERMIT TO BE OBTAINED BEFORE CONSTRUCTION. STREET F STREET K WO O D S C R E E K R O A D DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 569 716 645 574575576577 570578571 579 572 580 573 581 646 WWWWWWWWW W WWWW WWWWWWWWW W WWWW W W W W W W W W W 24+00 25+00 26+00 27+00 28+00 28+75.95 10 + 0 0 10+00 11+00 12+00 13+00 14+0010 + 0 0 SS SS SS SS SS MH 122 MH 119 MH 123 EX I S T I N G W E T L A N D S STREET E (51' PUBLIC R / W ) EXISTING WETLANDS CB - 1322 CB - 1321 CB - 1320 CB-1323 CB - 1319 CB - 1350 CB-1331 CB-1332 CB - 1317 DI-1335 DI - 1351 DI - 1340 DI-1334 DI-1333 STREET E (51' PUBLIC R / W ) 10' WIDE ASPHALT GREENWAY TRAIL 30' PUBLIC MULTI-USE TRAIL EASEMENT (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YR FLOODPLAIN 30' PUE 290 290 295 285 290 295 DI-1340A SS SS SS GREENWAY SECTION 1 - PH 6-10 260 265 270 275 280 285 290 295 300 305 310 260 265 270 275 280 285 290 295 300 305 310 24+00 28 6 . 4 3 27 9 . 3 9 24+50 27 9 . 6 8 27 7 . 4 3 25+00 27 7 . 0 2 27 7 . 3 5 25+50 27 8 . 0 7 27 8 . 6 0 26+00 28 0 . 4 9 28 0 . 7 9 26+50 28 2 . 5 3 28 3 . 0 2 27+00 28 5 . 1 9 28 3 . 7 6 27+50 28 3 . 0 3 28 2 . 8 8 28+00 28 0 . 2 6 28 0 . 9 2 28+50 28 0 . 5 3 28 0 . 6 1 28+77 2.00% 5.00% -4.7 5 % 1.00% LVC: 90.00' AD: 7.00 K: 12.9 PVI EL: 276.50' PVI STA: 24+57.77 LOW PT EL: 277.15' LOW PT STA: 24+77.08 ST A : 2 4 + 1 2 . 7 7 EL : 2 7 8 . 7 5 ' ST A : 2 5 + 0 2 . 7 7 EL : 2 7 7 . 4 0 ' LVC: 75.00' AD: 3.00 K: 25.0 PVI EL: 278.38' PVI STA: 25+51.83 LOW PT EL: 277.63' LOW PT STA: 25+14.33 ST A : 2 5 + 1 4 . 3 3 EL : 2 7 7 . 6 3 ' ST A : 2 5 + 8 9 . 3 3 EL : 2 8 0 . 2 6 ' LVC: 70.00' AD: 5.75 K: 12.2 PVI EL: 280.20' PVI STA: 28+09.43 LOW PT EL: 280.49' LOW PT STA: 28+32.26 ST A : 2 7 + 7 4 . 4 3 EL : 2 8 1 . 8 7 ' ST A : 2 8 + 4 4 . 4 3 EL : 2 8 0 . 5 5 ' LVC: 150.00' AD: -9.75 K: 15.4 PVI EL: 285.59' PVI STA: 26+96.06 HIGH PT EL: 283.77' HIGH PT STA: 26+97.95 ST A : 2 6 + 2 1 . 0 6 EL : 2 8 1 . 8 4 ' ST A : 2 7 + 7 1 . 0 6 EL : 2 8 2 . 0 3 ' PV I S T A : 2 8 + 6 3 . 1 5 EL : 2 8 0 . 7 4 ' PROPOSED GRADE EXISTING GRADE GR E E N W A Y P L A N & PR O F I L E C7.15 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 1 4 - C 7 . 1 7 G R E E N W A Y P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 4 4 : 2 2 A M - MO W E R S , C H A R L I E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL GREENWAYS AND BOARDWALKS REQUIRE A BUILDING PERMIT TO BE OBTAINED BEFORE CONSTRUCTION. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 T T 478493492 494495 469 468 467 466 465 491 490 489 488 487 470471472473474475476477 483 479480481482 485 484 486 496 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRRR G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R W W R W W FM FM FM FM 10 + 0 0 11 + 0 0 12 + 0 0 1 3 + 0 0 2 4 + 7 9 . 4 3 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 21+00 22+00 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS MH 191 MH 190 MH 194 MH 189 MH 188 MH 187 MH 186 EXISTING WETL A N D S EXISTING WETL A N D S EXISTING WETL A N D S DI - 1138 DI - 1137 DI - 1136 DI - 1135DI - 1134 DI - 1133 DI - 1132 CB - 1140 CB - 1150 CB - 1149 CB - 1147 CB - 1145 CB - 1131 CB - 1159CB - 1130 9+50 10+00 11+00 12+ 0 0 13+00 14+00 15+00 16+00 17+ 0 0 18+00 19+00 20+00 21+00 22+00 23+00 24+0024+17.30 CB - 1221 CB - 1220 2 7 0 2 7 5 28 0 28 5 STREET F (55' PUBLIC R/W) 10' WIDE ASPHALT GREENWAY TRAIL 30' PUBLIC GREENWAY EASEMENT (TYP) APPROX. LOCATION OF EXISTING GAS LINE MH 201 MH 200 MH 185 50' GAS LINE EASEMENT 2 7 5 2 8 0 2 8 5 2 7 0 27 5 27 5 28 0 290 295 300 305 310 315 320 2 9 5 300 290 2 9 5 285 285 290 36" R C P 15 " R C P SS GREENWAY SECTION 2 - PH 6-10 255 260 265 270 275 280 285 290 295 300 305 310 315 320 255 260 265 270 275 280 285 290 295 300 305 310 315 320 -1.18% 8.09 % -1.41% 5.00% 4.38% -2.00%2.75% PV I S T A : 1 0 + 6 4 . 4 6 EL : 2 6 9 . 9 8 ' -1.18% 8.09 % -1.41% 5.00% 4.38% -2.00%2.75% LVC: 100.00' AD: 5.79 K: 17.3 PVI EL: 293.85' PVI STA: 18+77.83 LOW PT EL: 294.39' LOW PT STA: 18+52.11 ST A : 1 8 + 2 7 . 8 3 EL : 2 9 4 . 5 6 ' ST A : 1 9 + 2 7 . 8 3 EL : 2 9 6 . 0 5 ' LVC: 50.00' AD: 9.27 K: 5.4 PVI EL: 286.97' PVI STA: 16+46.61 LOW PT EL: 287.22' LOW PT STA: 16+27.97 ST A : 1 6 + 2 1 . 6 1 EL : 2 8 7 . 2 6 ' ST A : 1 6 + 7 1 . 6 1 EL : 2 8 8 . 9 9 ' LVC: 57.00' AD: 4.75 K: 12.0 PVI EL: 308.85' PVI STA: 23+43.13 LOW PT EL: 309.18' LOW PT STA: 23+38.63 ST A : 2 3 + 1 4 . 6 3 EL : 3 0 9 . 4 2 ' ST A : 2 3 + 7 1 . 6 4 EL : 3 0 9 . 6 4 ' LVC: 50.00' AD: -6.18 K: 8.1 PVI EL: 289.28' PVI STA: 14+50.37 HIGH PT EL: 289.04' HIGH PT STA: 14+65.83 ST A : 1 4 + 2 5 . 3 7 EL : 2 8 8 . 0 3 ' ST A : 1 4 + 7 5 . 3 7 EL : 2 8 8 . 9 8 ' LVC: 50.00' AD: -9.50 K: 5.3 PVI EL: 295.60' PVI STA: 17+53.38 HIGH PT EL: 295.30' HIGH PT STA: 17+70.98 ST A : 1 7 + 2 8 . 3 8 EL : 2 9 3 . 5 8 ' ST A : 1 7 + 7 8 . 3 8 EL : 2 9 5 . 2 5 ' LVC: 50.00' AD: -6.38 K: 7.8 PVI EL: 310.54' PVI STA: 22+58.63 HIGH PT EL: 310.20' HIGH PT STA: 22+67.97 ST A : 2 2 + 3 3 . 6 3 EL : 3 0 9 . 4 5 ' ST A : 2 2 + 8 3 . 6 3 EL : 3 1 0 . 0 4 ' LVC: 19.32' AD: -1.61 K: 12.0 PVI EL: 310.13' PVI STA: 23+89.60 HIGH PT EL: 310.24' HIGH PT STA: 23+99.26 ST A : 2 3 + 7 9 . 9 3 EL : 3 0 9 . 8 7 ' ST A : 2 3 + 9 9 . 2 6 EL : 3 1 0 . 2 4 ' PV I S T A : 1 0 + 6 4 . 4 6 EL : 2 6 9 . 9 8 ' 9+00 9+50 26 5 . 4 4 10+00 26 6 . 4 2 10+50 26 9 . 0 5 11+00 27 1 . 4 6 27 1 . 7 6 11+50 27 3 . 7 9 27 4 . 2 6 12+00 27 6 . 8 2 27 6 . 7 6 12+50 27 9 . 3 8 27 9 . 2 6 13+00 28 1 . 6 2 28 1 . 7 6 13+50 28 4 . 4 5 28 4 . 2 6 14+00 28 7 . 3 7 28 6 . 7 6 14+50 28 8 . 7 7 28 8 . 8 8 15+00 28 7 . 5 2 28 8 . 6 9 15+50 28 7 . 7 8 28 8 . 1 0 16+00 28 8 . 1 3 28 7 . 5 2 16+50 28 6 . 6 9 28 7 . 6 7 17+00 29 0 . 7 8 29 1 . 2 9 17+50 29 4 . 8 8 29 4 . 8 9 18+00 29 4 . 3 5 29 4 . 9 5 18+50 29 0 . 3 1 29 4 . 3 9 19+00 29 1 . 1 2 29 5 . 0 5 19+50 29 6 . 3 8 29 7 . 0 2 20+00 29 9 . 3 9 29 9 . 2 1 20+50 30 2 . 1 7 30 1 . 4 0 21+00 30 3 . 5 5 30 3 . 5 9 21+50 30 5 . 7 9 30 5 . 7 8 22+00 30 7 . 1 7 30 7 . 9 7 22+50 30 9 . 0 0 30 9 . 9 9 23+00 30 8 . 5 6 30 9 . 7 2 23+50 30 6 . 4 9 30 9 . 2 4 24+00 30 7 . 6 6 31 0 . 2 5 MH 2 0 0 ST A : 1 4 + 5 8 . 9 9 , RI M : 2 8 8 . 0 4 IN V . O U T : 2 7 2 . 1 4 ( M H 1 8 5 ) IN V . I N : 2 7 2 . 3 4 ( M H 2 0 1 ) 23 . 5 8 ' R - 5 ' D I A . 420.31 L F 8 " P V C @ 2 . 9 0 % MH 1 8 5 ST A : 1 0 + 3 0 . 5 9 , 0 . 0 4 ' L RI M : 2 6 9 . 8 8 IN V . I N : 2 5 9 . 9 4 ( M H 2 0 0 ) IN V . I N : 2 5 9 . 9 4 ( M H 1 8 6 ) IN V . O U T : 2 5 9 . 7 4 ( E X M H 1 0 6 ) GR E E N W A Y P L A N & PR O F I L E C7.16 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 1 4 - C 7 . 1 7 G R E E N W A Y P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 4 4 : 3 6 A M - MO W E R S , C H A R L I E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL NOTES: 1.ALL GREENWAYS AND BOARDWALKS REQUIRE A BUILDING PERMIT TO BE OBTAINED BEFORE CONSTRUCTION. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 795 835 837834836 796 794 793 799 798 797 727 733 732 731 730 728 729 833 W W W W W W W R R R R R R R W W W W W W W1 8 + 0 0 19 + 0 0 16+00 16+46.17 SS SS SS SS S S SS SS SS SS SSS S S S S S SS MH 150 MH 141 MH 127 MH 126 MH 125 MH 124 DI - 1418 DI - 1417 E X I S T I N G W E T L A N D S STREET Q (51' PUBLIC R/W) 11' 6' SCM #14 E X I S T I N G W E T L A N D S CB - 1509 CB - 1560 CB - 1562 DI - 1502 0+00 1 + 0 0 2 + 0 0 3+ 0 0 4+00 5 + 0 0 6+ 0 0 7+00 8+00 9 + 0 0 10+0 0 1 1 + 0 0 1 1 + 1 5 . 5 8 CB - 1402 CB - 1404 CB - 1403 JB - 1412 JB - 1501 DI - 1560 FES - 1401 FES - 1500 300 305 310 315 290 295 300 295 300 310 31 5 275 280 285 275 280 280 285 285 285 285 290 290 2 8 5 290 3 1 0 3 1 5 295 30 0 305 285 29 0 RISER 15 FES 15 RISER 14 FES 14 24 " R C P SS SS SS SS SS SS GREENWAY SECTION 3 - PH 6-10 275 280 285 290 295 300 305 310 315 320 325 275 280 285 290 295 300 305 310 315 320 325 -1.99% 0.00% -2.00%-5. 0 0 % -8 . 0 0 % -2.00% -8 . 0 0 % -2.00% -8 . 0 0 % -2.00% -8 . 0 0 % -5. 0 0 % PV I S T A : 0 + 5 2 . 0 1 EL : 3 1 6 . 7 1 ' PV I S T A : 0 + 7 4 . 8 7 EL : 3 1 6 . 2 5 ' -1.99% 0.00% -2.00%-5. 0 0 % -8 . 0 0 % -2.00% -8 . 0 0 % -2.00% -8 . 0 0 % -2.00% -8 . 0 0 % -5. 0 0 % LVC: 30.00' AD: 3.02 K: 9.9 PVI EL: 286.09' PVI STA: 5+46.99 LOW PT EL: 285.80' LOW PT STA: 5+61.99 ST A : 5 + 3 1 . 9 9 EL : 2 8 6 . 8 4 ' ST A : 5 + 6 1 . 9 9 EL : 2 8 5 . 8 0 ' LVC: 30.00' AD: 3.00 K: 10.0 PVI EL: 288.99' PVI STA: 4+89.11 LOW PT EL: 288.24' LOW PT STA: 5+04.11 ST A : 4 + 7 4 . 1 1 EL : 2 9 0 . 1 9 ' ST A : 5 + 0 4 . 1 1 EL : 2 8 8 . 2 4 ' LVC: 30.00' AD: 1.99 K: 15.1 PVI EL: 285.04' PVI STA: 6+00.10 LOW PT EL: 285.04' LOW PT STA: 6+15.10 ST A : 5 + 8 5 . 1 0 EL : 2 8 5 . 3 4 ' ST A : 6 + 1 5 . 1 0 EL : 2 8 5 . 0 4 ' LVC: 10.00' AD: 6.00 K: 1.7 PVI EL: 311.53' PVI STA: 1+40.71 LOW PT EL: 311.43' LOW PT STA: 1+45.71 STA: 1+35.71 EL: 311.93' STA: 1+45.71 EL: 311.43' LVC: 10.00' AD: 6.00 K: 1.7 PVI EL: 304.82' PVI STA: 2+42.96 LOW PT EL: 304.72' LOW PT STA: 2+47.96 ST A : 2 + 3 7 . 9 6 EL : 3 0 5 . 2 2 ' ST A : 2 + 4 7 . 9 6 EL : 3 0 4 . 7 2 ' LVC: 10.00' AD: 6.00 K: 1.7 PVI EL: 299.10' PVI STA: 3+42.17 LOW PT EL: 299.00' LOW PT STA: 3+47.17 ST A : 3 + 3 7 . 1 7 EL : 2 9 9 . 5 0 ' ST A : 3 + 4 7 . 1 7 EL : 2 9 9 . 0 0 ' PV I S T A : 0 + 5 2 . 0 1 EL : 3 1 6 . 7 1 ' PV I S T A : 0 + 7 4 . 8 7 EL : 3 1 6 . 2 5 ' 0+00 31 1 . 1 6 0+50 30 7 . 4 5 1+00 30 5 . 5 1 31 4 . 7 8 1+50 30 2 . 2 6 31 1 . 3 4 2+00 30 1 . 9 0 30 8 . 2 6 2+50 30 1 . 4 0 30 4 . 6 8 3+00 29 7 . 4 4 30 2 . 4 7 3+50 29 3 . 4 6 29 8 . 9 4 4+00 29 0 . 3 1 29 6 . 1 2 4+50 28 6 . 2 1 29 2 . 1 2 5+00 28 8 . 8 9 28 8 . 4 5 5+50 29 0 . 0 4 28 6 . 1 1 6+00 28 6 . 5 1 28 5 . 1 2 6+50 28 4 . 2 1 28 5 . 0 4 7+00 28 2 . 6 5 28 5 . 0 4 7+50 28 1 . 5 7 28 5 . 0 4 8+00 27 9 . 8 7 28 5 . 0 4 8+50 27 8 . 4 1 28 5 . 0 4 8+90 27 8 . 4 1 28 5 . 0 4 LVC: 10.00' AD: -6.00 K: 1.7 PVI EL: 311.04' PVI STA: 1+65.24 HIGH PT EL: 311.14' HIGH PT STA: 1+60.24 ST A : 1 + 6 0 . 2 4 EL : 3 1 1 . 1 4 ' ST A : 1 + 7 0 . 2 4 EL : 3 1 0 . 6 4 ' LVC: 20.00' AD: -3.00 K: 6.7 PVI EL: 315.35' PVI STA: 0+92.89 HIGH PT EL: 315.85' HIGH PT STA: 0+82.89 ST A : 0 + 8 2 . 8 9 EL : 3 1 5 . 8 5 ' ST A : 1 + 0 2 . 8 9 EL : 3 1 4 . 5 5 ' LVC: 10.00' AD: -6.00 K: 1.7 PVI EL: 304.08' PVI STA: 2+79.88 HIGH PT EL: 304.18' HIGH PT STA: 2+74.88 ST A : 2 + 7 4 . 8 8 EL : 3 0 4 . 1 8 ' ST A : 2 + 8 4 . 8 8 EL : 3 0 3 . 6 8 ' LVC: 10.00' AD: -6.00 K: 1.7 PVI EL: 298.55' PVI STA: 3+69.63 HIGH PT EL: 298.65' HIGH PT STA: 3+64.63 ST A : 3 + 6 4 . 6 3 EL : 2 9 8 . 6 5 ' ST A : 3 + 7 4 . 6 3 EL : 2 9 8 . 1 5 ' GR E E N W A Y P L A N & PR O F I L E C7.17 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 1 4 - C 7 . 1 7 G R E E N W A Y P L A N & P R O F I L E S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 4 4 : 4 9 A M - MO W E R S , C H A R L I E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL GREENWAYS AND BOARDWALKS REQUIRE A BUILDING PERMIT TO BE OBTAINED BEFORE CONSTRUCTION. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 T T T T T T T T T T G 50 6 26 0 . 4 3 CM P 8 4 30 2 7 6 26 0 . 7 6 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 7 7 26 0 . 7 7 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 8 0 26 0 . 6 3 CM P I N V 1 0 ' W 7 . 2 ' H 749 747 741 742 735 743 736 744 737 745 738 739 740 734 752 751 750 748 733 732 731 730 746 W RR R RR R R R R R R R R R R R R R R R R W W W W W W W W W W W W W R R W WW W W W W W W W W W W W W WW W W W W W W W W W W W W W W W FM FM FM 11+00 12+0 0 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS S S SS SS SS SS SS S S S S S S S S SS SS SS SS SS SS SS SS S S EX I S T I N G S T R E A M TO P O F B A N K ( T Y P . ) 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R 10 ' W I D E A S P H A L T GR E E N W A Y T R A I L 1 0 ' W I D E A S P H A L T GR E E N W A Y T R A I L PH2 - SU B P H 8 PH2 - SU B P H 7 P H 2 - S U B P H 7 P H 2 - S U B P H 6 TOP OF BANK TOP OF BANK EXISTING 100 YEAR FEMA FLOODPLAIN 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING 100 YEAR FEMA FLOODPLAIN 30' PUE MH 130 MH 131MH 500 MH 125 MH 110 MH 108 MH WCPSS MH 124 MH 111 EX MH 106 MH 109 MH 107 MH 186 PS 2 INFLUENT MH MH 112 EX MH 105 2 7 0 2 7 5 270 275 9 5 ° 17 6 ° SS - OUTFALL PS2 250 255 260 265 270 275 280 285 290 295 300 250 255 260 265 270 275 280 285 290 295 300 12+50 27 5 . 6 8 13+00 27 5 . 0 7 13+50 27 4 . 7 7 27 6 . 2 5 14+00 27 5 . 1 4 27 6 . 4 8 14+50 27 7 . 4 4 27 6 . 8 1 15+00 28 1 . 4 3 28 1 . 1 3 15+50 28 3 . 0 6 28 3 . 1 3 16+00 27 5 . 5 4 27 9 . 1 2 16+50 27 8 . 1 0 27 8 . 3 6 17+00 27 3 . 2 5 27 6 . 9 3 17+50 27 7 . 2 8 27 6 . 3 0 18+00 27 8 . 9 8 27 6 . 1 3 18+50 28 0 . 2 5 27 7 . 3 7 19+00 28 3 . 0 3 28 1 . 3 9 19+50 28 3 . 3 0 28 1 . 3 9 20+00 27 9 . 1 0 28 1 . 2 9 20+50 27 0 . 4 8 28 1 . 0 5 21+00 27 1 . 0 6 28 0 . 7 0 21+50 27 2 . 1 8 28 0 . 4 4 22+00 27 2 . 0 4 28 0 . 3 3 22+50 27 2 . 3 4 27 9 . 7 0 23+00 27 2 . 3 6 27 8 . 5 3 23+50 27 3 . 8 5 27 8 . 3 3 24+00 27 6 . 0 2 28 0 . 3 1 24+50 27 6 . 0 9 28 0 . 4 5 25+00 27 6 . 3 0 94.33 LF 12" DIP @ 0.31% 181.57 LF 12" P V C @ 1 . 6 1 % 196.59 LF 12" PVC @ 0.60% 159.07 LF 12" PVC @ 0.30% 351.92 LF 12" PVC @ 0.30% 221.08 LF 8" PVC @ 0.74% MH 1 0 7 ST A : 1 3 + 4 9 . 8 0 , RI M : 2 7 8 . 2 4 IN V . O U T : 2 5 8 . 6 5 ( E X M H 1 0 6 ) IN V . I N : 2 6 7 . 4 4 ( M H 5 0 0 ) IN V . I N : 2 5 8 . 8 5 ( M H 1 0 8 ) 0. 0 0 ' - 5 ' D I A . MH 1 0 8 ST A : 1 5 + 3 1 . 3 7 , RI M : 2 8 6 . 2 3 IN V . O U T : 2 6 1 . 7 8 ( M H 1 0 7 ) IN V . I N : 2 6 1 . 9 8 ( M H 1 0 9 ) 0. 0 0 ' - 5 ' D I A . MH 1 0 9 ST A : 1 7 + 2 7 . 9 6 , RI M : 2 7 7 . 9 9 IN V . O U T : 2 6 3 . 1 6 ( M H 1 0 8 ) IN V . I N : 2 6 3 . 3 6 ( M H 1 1 0 ) 0. 0 0 ' - 5 ' D I A . MH 1 1 0 ST A : 1 8 + 8 7 . 0 3 , RI M : 2 8 3 . 3 3 IN V . O U T : 2 6 3 . 8 4 ( M H 1 0 9 ) IN V . I N : 2 6 4 . 0 4 ( M H 1 1 1 ) 0. 0 0 ' - 5 ' D I A . MH 1 1 1 ST A : 2 2 + 3 8 . 9 5 , RI M : 2 8 1 . 9 8 IN V . O U T : 2 6 5 . 1 0 ( M H 1 1 0 ) IN V . I N : 2 6 5 . 4 3 ( M H 1 2 4 ) IN V . I N : 2 6 5 . 3 0 ( M H 1 1 2 ) 0. 0 0 ' - 5 ' D I A . MH 1 2 4 ST A : 2 4 + 6 0 . 0 3 , RI M : 2 8 2 . 3 7 IN V . O U T : 2 6 7 . 0 8 ( M H 1 1 1 ) IN V . I N : 2 6 7 . 2 8 ( M H 1 2 5 ) IN V . I N : 2 6 7 . 2 8 ( M H 1 3 8 ) 0. 0 0 ' - 5 ' D I A . EX M H 1 0 6 ST A : 1 2 + 5 5 . 4 7 , RI M : 2 7 7 . 5 9 IN V . O U T : 2 5 8 . 1 3 ( E X M H 1 0 5 ) IN V . I N : 2 5 8 . 3 6 ( M H 1 0 7 ) IN V . I N : 2 5 8 . 3 6 ( M H 1 8 5 ) 0. 0 0 ' - 5 ' D I A . EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE 50' OF 24" STEEL CASING AT DIXIE EASEMENT 100 YEAR FLOODLINE ELEVATION APPROXIMATE LOCATION OF EXISTING GAS LINE. CONTRACTOR SHALL FIELD VERIFY DEPTH AND CLEARANCES AT CROSSING. SEE NOTES ON SHEET C0.01 FOR DIXIE PIPELINE ENCROACHMENT. PHASE 2 BEGINS AT EXISTING SSMH 106 PER PUMP STATION 2 CONSTRUCTION PLAN TOHS PROJ NO. 20-09-PSS DIP TO BE 401 PROTECTANT COATED MH RIMS IN OUTFALL TO BE 2' AFG (TYP)SE W E R O U T F A L L P L A N & PR O F I L E C7.18 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 1 8 - C 7 . 2 3 U T I L I T Y O U T F A L L P L A N & P R O F I L E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 4 7 : 0 6 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. WO O D S C R E E K R D PROPOSED 40'X20' BORE PIT PROPOSED 20'X20' RECEIVING PIT 50' OF 20" STEEL CASING AT DIXIE EASEMENT 35 LF - 24" STEEL ENCASEMENT (MIN. 10' BEYOND STREAM TOP OF BANK) NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.DIP - PIPE JOINTS SHALL BE OF THE PUSH-ON TYPE AS PER AWWA C1211. PIPE LINING SHALL BE CEMENT LINED. ALL DUCTILE SEWER LINES 12" AND ABOVE SHALL BE 401 PROTECTANT LINED. 6.OUTFALLS SHALL REQUIRE ACCESSIBILITY WITH A MAXIMUM CROSS SLOPE OF 6:1. 7.MANHOLES FOR SEWER MAINS 12" AND LARGER SHALL BE EPOXY COATED. DIP TO BE 401 PROTECTANT COATED DIP TO BE 401 PROTECTANT COATED STREET N STREET N DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 ( B M 2 0 1 9 P G 1 7 7 9 ) 795 792 787 794 793 791 790 789 788 779 784 785 786 780 781 782 783 812 811 810 778 776 777 809 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 2 4 + 0 0 2 5 + 0 0 26+0 0 27+ 0 0 28+ 0 0 29+00 30 + 0 0 31 + 0 0 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 36 + 0 0 37 + 0 0 38 + 0 0 39 + 0 0 40 + 0 0 41 + 0 0 SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ EX I S T I N G W E T L A N D S EX I S T I N G W E T L A N D S SC M # 1 5 ST R E E T P (5 1 ' P U B L I C R / W ) FH A ( T Y P ) ST R E E T S (5 5 ' P U B L I C R / W ) 8' S I D E S E T B A C K 8' S I D E S E T B A C K SCM #14 E X I S T I N G W E T L A N D S MH 144 MH 154 MH 152 MH 143 MH 142 MH 165 MH 150 MH 166 MH 141 MH 125 MH 140 MH 139 MH 124 285 285 290 290 275 280 280 285 285 29 5 30 0 30 5 285 290 29 0 29 5 2 9 5 295 2 9 5 30 0 300 29 5 30 0 3 0 5 30 5 315 141 ° 114 ° 99° 90° SS SS SS SS MH 138 SS - OUTFALL PS2 260 265 270 275 280 285 290 295 300 305 310 260 265 270 275 280 285 290 295 300 305 310 24+60 27 6 . 0 7 27 6 . 0 7 25+00 27 6 . 3 0 27 6 . 3 0 25+50 27 6 . 7 3 27 6 . 7 3 26+00 27 8 . 1 3 27 8 . 1 3 26+50 27 6 . 6 0 27 6 . 6 0 27+00 27 8 . 7 1 27 8 . 7 1 27+50 28 0 . 4 9 28 0 . 4 9 28+00 28 0 . 5 4 28 0 . 5 4 28+50 28 1 . 7 6 28 1 . 7 6 29+00 28 2 . 8 7 28 2 . 8 7 29+50 28 3 . 3 4 28 3 . 3 4 30+00 28 7 . 3 5 28 7 . 3 5 30+50 29 0 . 8 7 29 0 . 8 7 31+00 29 3 . 1 4 29 3 . 1 4 31+50 29 5 . 0 0 29 5 . 0 0 32+00 29 6 . 8 3 29 6 . 8 3 32+50 29 6 . 5 9 29 6 . 5 9 33+00 29 6 . 1 9 29 6 . 1 9 33+50 29 8 . 1 0 29 8 . 1 0 34+00 29 7 . 7 3 29 7 . 7 3 34+50 30 1 . 2 2 30 1 . 2 2 35+00 30 3 . 5 8 30 3 . 5 8 35+50 30 5 . 7 3 30 5 . 7 3 36+00 30 6 . 7 7 30 6 . 7 7 36+50 30 5 . 0 2 30 5 . 0 2 37+00 30 2 . 0 1 30 2 . 0 1 37+50 29 8 . 4 0 29 8 . 4 0 38+00 29 7 . 4 7 29 7 . 4 7 38+50 29 7 . 0 2 29 7 . 0 2 39+00 29 9 . 2 1 29 9 . 2 1 97.69 LF 8" P V C @ 1 . 8 1 % 145.27 LF 8" P V C @ 1 . 7 2 % 247.32 L F 8 " P V C @ 3 . 1 3 % 194.07 L F 8 " P V C @ 2 . 8 8 % 190.03 LF 8" PVC @ 0.50% 151.50 LF 8" PVC @ 0.50% 241.17 LF 8" PVC @ 0.50% MH 1 4 0 ST A : 2 9 + 5 1 . 7 5 , RI M : 2 8 5 . 3 9 IN V . O U T : 2 7 6 . 3 5 ( M H 1 3 9 ) IN V . I N : 2 7 6 . 5 5 ( M H 1 4 1 ) 0. 0 0 ' - 5 ' D I A . MH 1 4 2 ST A : 3 3 + 9 3 . 1 4 , RI M : 3 0 7 . 8 1 IN V . O U T : 2 9 0 . 0 9 ( M H 1 4 1 ) IN V . I N : 2 9 0 . 2 9 ( M H 1 4 3 ) 0. 0 0 ' - 5 ' D I A . MH 1 4 3 ST A : 3 5 + 8 3 . 1 7 , RI M : 3 0 6 . 3 0 IN V . O U T : 2 9 1 . 2 4 ( M H 1 4 2 ) IN V . I N : 2 9 1 . 5 4 ( M H 1 4 4 ) IN V . I N : 2 9 1 . 5 4 ( M H 1 6 5 ) 0. 0 0 ' - 4 ' D I A . MH 1 6 5 ST A : 3 7 + 3 4 . 6 7 , RI M : 3 0 2 . 9 4 IN V . O U T : 2 9 2 . 2 9 ( M H 1 4 3 ) IN V . I N : 2 9 2 . 4 9 ( M H 1 6 6 ) 0. 0 0 ' - 4 ' D I A . MH 1 3 9 ST A : 2 8 + 0 6 . 4 8 , RI M : 2 8 2 . 6 4 IN V . O U T : 2 7 3 . 6 5 ( M H 1 3 8 ) IN V . I N : 2 7 3 . 8 5 ( M H 1 4 0 ) 0. 0 0 ' - 5 ' D I A . MH 1 4 1 ST A : 3 1 + 9 9 . 0 7 , RI M : 3 0 4 . 3 9 IN V . O U T : 2 8 4 . 3 0 ( M H 1 4 0 ) IN V . I N : 2 8 4 . 5 0 ( M H 1 4 2 ) IN V . I N : 2 8 4 . 5 0 ( M H 1 5 0 ) 0. 0 0 ' - 5 ' D I A . EXISTING GRADE PROPOSED GRADE MH RIMS IN OUTFALL TO BE 2' AFG (TYP) 100 YEAR FLOODLINE ELEVATION PROPOSED GRADE MH 1 3 8 ST A : 2 5 + 5 7 . 7 2 , RI M : 2 7 8 . 9 2 IN V . O U T : 2 6 9 . 0 4 ( M H 1 2 4 ) IN V . I N : 2 6 9 . 2 4 ( M H 1 3 9 ) 0. 0 0 ' - 4 ' D I A . 248.76 LF 8" P V C @ 1 . 7 7 % SE W E R O U T F A L L P L A N & PR O F I L E C7.19 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 1 8 - C 7 . 2 3 U T I L I T Y O U T F A L L P L A N & P R O F I L E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 4 7 : 3 1 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.DIP - PIPE JOINTS SHALL BE OF THE PUSH-ON TYPE AS PER AWWA C1211. PIPE LINING SHALL BE CEMENT LINED. ALL DUCTILE SEWER LINES 12" AND ABOVE SHALL BE 401 PROTECTANT LINED. 6.OUTFALLS SHALL REQUIRE ACCESSIBILITY WITH A MAXIMUM CROSS SLOPE OF 6:1. DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 775 779 784785 774 773 816815814813 780781782783 768 812811810 766 767 772 769 770 771 778 776777 809 W W W W W W W W W W W W W WWWWWWWWWWW WWWWWWWWWWW W W W 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 46+30.16 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 171°' MH 146 MH 168 MH 145 MH 169 MH 144 MH 154 MH 167 MH 166 315 320 325 315 32 0 325 330 295 300 305 305 310 315 32 0 305 310 3 1 5 315 320 3 2 5 330 SS - OUTFALL PS2 275 280 285 290 295 300 305 310 315 320 325 275 280 285 290 295 300 305 310 315 320 325 39+50 29 9 . 0 1 29 9 . 0 1 40+00 29 8 . 7 9 29 8 . 7 9 40+50 29 9 . 1 7 29 9 . 1 7 41+00 30 2 . 0 9 30 2 . 0 9 41+50 30 4 . 9 2 30 4 . 9 2 42+00 30 4 . 5 7 30 4 . 5 7 42+50 30 5 . 2 4 30 5 . 2 4 43+00 30 6 . 0 0 30 6 . 0 0 43+50 31 0 . 5 6 31 0 . 5 6 44+00 31 1 . 6 5 31 1 . 6 5 44+50 31 5 . 6 3 31 5 . 6 3 45+00 31 1 . 0 6 31 1 . 0 6 45+50 31 0 . 7 6 31 0 . 7 6 46+00 30 8 . 8 2 30 8 . 8 2 46+50 262.48 LF 8 " P V C @ 2 . 3 1 % 190.55 LF 8" PVC @ 0.57% 201.29 LF 8" PVC @ 1 . 0 0 % MH 1 6 7 ST A : 4 2 + 3 8 . 3 2 , RI M : 3 0 7 . 5 4 IN V . O U T : 2 9 9 . 9 7 ( M H 1 6 6 ) IN V . I N : 3 0 0 . 1 7 ( M H 1 6 8 ) 0. 0 0 ' - 4 ' D I A . MH 1 6 8 ST A : 4 4 + 2 8 . 8 7 , RI M : 3 1 4 . 2 3 IN V . O U T : 3 0 1 . 2 7 ( M H 1 6 7 ) IN V . I N : 3 0 1 . 4 7 ( M H 1 6 9 ) 0. 0 0 ' - 4 ' D I A . MH 1 6 9 ST A : 4 6 + 3 0 . 1 6 , RI M : 3 1 4 . 2 1 IN V . O U T : 3 0 3 . 4 8 ( M H 1 6 8 ) 0. 0 0 ' - 4 ' D I A . MH 1 6 6 ST A : 3 9 + 7 5 . 8 4 , RI M : 3 0 3 . 1 4 IN V . O U T : 2 9 3 . 7 0 ( M H 1 6 5 ) IN V . I N : 2 9 3 . 9 0 ( M H 1 6 7 ) 0. 0 0 ' - 4 ' D I A . MH RIMS IN OUTFALL TO BE 2' AFG (TYP) EXISTING GRADE PROPOSED GRADE T T T 50 6 26 0 . 4 3 CM P 8 4 30 2 7 6 26 0 . 7 6 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 7 7 26 0 . 7 7 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 8 0 26 0 . 6 3 CM P I N V 1 0 ' W 7 . 2 ' H 493 492 494 495 501 499 498 500 502 491 497 496 W W W W W W W W W W W W W W R R R R R R R R R R R R G G G G G G G G G G W W W FM FM FM FM FM SS S S SS SS SS SS SS SS SS SS SS S S S S S S SS SS EX I S T I N G W E T L A N D S 30' PUE 0+00 1+00 2 + 0 0 2 + 8 0 . 4 7 30' PUE MH 188 MH 187 MH 186 MH 185 275 280 285 2 7 0 2 7 5 275 280 285 285 285 285285 270 275 280 275 280 SS - OUTFALL SECTION 7 250 255 260 265 270 275 280 285 290 295 300 250 255 260 265 270 275 280 285 290 295 300 -0+50 0+00 26 8 . 1 6 0+50 26 7 . 7 5 1+00 26 8 . 2 7 1+50 26 8 . 3 2 27 3 . 7 7 2+00 26 9 . 3 5 27 5 . 0 4 2+50 27 3 . 2 1 28 3 . 6 6 3+00 3+50 164.95 LF 8" PVC @ 0. 9 5 % 120.1 3 L F 8 " P V C @ 6 . 2 9 % MH 1 8 6 ST A : 1 3 + 6 9 . 7 3 , RI M : 2 7 7 . 1 3 IN V . O U T : 2 6 1 . 5 0 ( M H 1 8 5 ) IN V . I N : 2 6 2 . 5 0 ( M H 1 8 7 ) 24 1 . 2 8 ' R - 5 ' D I A . MH 1 8 5 ST A : 1 2 + 6 6 . 5 0 , RI M : 2 6 9 . 8 8 IN V . O U T : 2 5 9 . 7 4 ( E X M H 1 0 6 ) IN V . I N : 2 5 9 . 9 4 ( M H 2 0 0 ) IN V . I N : 2 5 9 . 9 4 ( M H 1 8 6 ) 23 5 . 6 9 ' R - 5 ' D I A . EXISTING GRADE PROPOSED GRADE APPROXIMATE LOCATION OF EXISTING GAS LINE. CONTRACTOR SHALL FIELD VERIFY DEPTH AND CLEARANCES AT CROSSING MH RIMS IN OUTFALL TO BE 2' AFG WHEN OUTSIDE OF PAVED AREA (TYP) SE W E R O U T F A L L P L A N & PR O F I L E C7.20 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 1 8 - C 7 . 2 3 U T I L I T Y O U T F A L L P L A N & P R O F I L E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 4 8 : 1 7 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.DIP - PIPE JOINTS SHALL BE OF THE PUSH-ON TYPE AS PER AWWA C1211. PIPE LINING SHALL BE CEMENT LINED. ALL DUCTILE SEWER LINES 12" AND ABOVE SHALL BE 401 PROTECTANT LINED. 6.OUTFALLS SHALL REQUIRE ACCESSIBILITY WITH A MAXIMUM CROSS SLOPE OF 6:1. STREET P STREET F DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 W O O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y T T T T T T T T T T T T T T T T T T T T G 506260.43 CMP84 30276260.76 CMP INV 10'W 7.2'H 30277 260.77CMP INV 10'W 7.2'H 30280260.63 CMP INV 10'W 7.2'H 449 452 450 451 W W W W W W R R R R R G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS EXISTING WETLANDS TOP OF BANK SCM #10 EXISTING 100 YEAR FEMA FLOOD 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN EXISTING 100 YEAR FEMA FLOOD 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN FLOODWAY 8" PVC FM AND 6" C900 PVC RWM TO BE INSTALLED WITH E51 PROJECT 16" DIP WATER MAIN TO BE INSTALLED WITH E51 PROJECT W O O D S C R E E K R O A D PR O P O S E D 8 8 ' P U B L I C R / W SR 1 1 5 4 10' WIDE ASPHALT GREENWAY TRAIL 10' WIDE ASPHALT GREENWAY TRAIL 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) APPROX. LOCATION OF EXISTING GAS LINE 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 0+ 0 0 1+ 0 0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 + 0 0 1 2 + 0 0 1 2 + 5 9 . 6 0 P H 2 - S U B P H 8 P H 2 - S U B P H 7 PH2 - SUB PH 7 PH2 - SUB PH 6 MH 203 MH 202 MH 500 MH 201 MH 200 MH WCPSS EX MH 106 MH 107 PS 2 INFLUENT MH EX MH 105 PS 2 GRINDER MH MH 185 27 5 28 0 2 8 5 270 2 7 5 2 8 0 2 8 5 28 5 2 8 5 28 5 2 8 5 27 5 2 8 0 26 LF - 18" STEEL ENCASEMENT (MIN. 10' BEYOND STREAM TOP OF BANK) SS SS - OUTFALL SECTION 6 255 260 265 270 275 280 285 290 295 300 305 255 260 265 270 275 280 285 290 295 300 305 SS SS SS SS -0+50 0+00 0+50 27 5 . 6 9 1+00 27 6 . 1 6 1+50 27 2 . 9 0 2+00 26 5 . 9 9 2+50 26 5 . 9 6 3+00 26 5 . 5 2 3+50 26 7 . 1 5 4+00 27 0 . 1 2 4+50 27 1 . 9 7 5+00 27 5 . 4 9 5+50 28 0 . 3 6 6+00 28 4 . 3 7 6+50 28 7 . 3 0 7+00 28 7 . 6 7 7+50 28 7 . 2 1 8+00 28 4 . 6 2 8+50 28 2 . 0 4 9+00 28 0 . 1 4 9+50 27 8 . 9 8 10+00 28 1 . 3 3 10+50 28 6 . 2 9 28 6 . 0 9 11+00 29 2 . 6 5 29 4 . 3 4 11+50 29 9 . 2 1 30 1 . 6 3 12+00 29 9 . 8 9 30 1 . 8 4 12+50 29 9 . 7 2 30 0 . 6 1 13+00 13+50 235.95 LF 8" RJ DIP @ 0.58% 420.31 L F 8 " P V C @ 2 . 9 0 % 275.13 LF 8" RJ DIP @ 0.50% 86.7 1 L F 8 " P V C @ 7 . 1 3 % 115 . 4 2 L F 8 " P V C @ 9 . 1 6 % 126.08 LF 12" DIP @ 0.52% MH 1 8 5 ST A : 1 2 + 6 6 . 5 0 RI M : 2 6 9 . 8 8 IN V . I N : 2 5 9 . 9 4 ( M H 2 0 0 ) IN V . I N : 2 5 9 . 9 4 ( M H 1 8 6 ) IN V . O U T : 2 5 9 . 7 4 ( E X M H 1 0 6 ) MH 2 0 0 ST A : 1 2 + 7 3 . 8 7 , RI M : 2 8 8 . 0 4 IN V . O U T : 2 7 2 . 1 4 ( M H 1 8 5 ) IN V . I N : 2 7 2 . 3 4 ( M H 2 0 1 ) 65 5 . 9 3 ' R - 5 ' D I A . MH 2 0 1 ST A : 1 2 + 5 5 . 4 7 , RI M : 2 8 9 . 0 9 IN V . O U T : 2 7 3 . 7 2 ( M H 2 0 0 ) IN V . I N : 2 7 3 . 9 2 ( M H 2 0 2 ) 92 5 . 3 2 ' R - 5 ' D I A . MH 2 0 2 ST A : 1 1 + 4 4 . 1 8 , RI M : 3 0 3 . 3 9 IN V . O U T : 2 8 0 . 1 0 ( M H 2 0 1 ) IN V . I N : 2 8 0 . 3 0 ( M H 2 0 3 ) 0. 0 0 ' - 5 ' D I A . MH 2 0 3 ST A : 1 2 + 5 9 . 6 0 , RI M : 3 0 0 . 7 9 IN V . O U T : 2 9 0 . 8 8 ( M H 2 0 2 ) IN V . I N : 2 9 1 . 0 8 ( M H 2 0 4 ) 0. 0 0 ' - 4 ' D I A . EX M H 1 0 5 ST A : 1 1 + 2 9 . 3 9 RI M : 2 7 2 . 3 8 IN V . I N : 2 5 7 . 4 8 ( E X M H 1 0 6 ) IN V . O U T : 2 5 7 . 3 8 ( P S 2 I N F L U E N T M H ) EX M H 1 0 6 ST A : 1 2 + 5 5 . 4 7 RI M : 2 7 7 . 5 9 IN V . I N : 2 5 8 . 3 6 ( M H 1 0 7 ) IN V . I N : 2 5 8 . 3 6 ( M H 1 8 5 ) IN V . O U T : 2 5 8 . 1 3 ( E X M H 1 0 5 ) 12" MIN EXISTING GRADE PROPOSED GRADE100 YEAR FLOODLINE ELEVATION PHASE 2 BEGINS AT EXISTING SSMH 106 PER PUMP STATION 2 CONSTRUCTION PLAN TOHS PROJ NO. 20-09-PSS 32 LF - 18" STEEL ENCASEMENT (MIN. 10' BEYOND STREAM TOP OF BANK) 26 LF - 18" STEEL ENCASEMENT (MIN. 10' BEYOND STREAM TOP OF BANK) DIP TO BE 401 PROTECTANT COATED MH RIMS IN OUTFALL TO BE 2' AFG WHEN OUTSIDE OF PAVED AREA (TYP) 24" MIN SE W E R O U T F A L L P L A N & PR O F I L E C7.21 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 1 8 - C 7 . 2 3 U T I L I T Y O U T F A L L P L A N & P R O F I L E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 1 4 : 2 9 A M - MO W E R S , C H A R L I E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO L I N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.DIP - PIPE JOINTS SHALL BE OF THE PUSH-ON TYPE AS PER AWWA C1211. PIPE LINING SHALL BE CEMENT LINED. ALL DUCTILE SEWER LINES 12" AND ABOVE SHALL BE 401 PROTECTANT LINED. 6.OUTFALLS SHALL REQUIRE ACCESSIBILITY WITH A MAXIMUM CROSS SLOPE OF 6:1. 50' OF 24" STEEL CASING AT DIXIE EASEMENT 32 LF - 18" STEEL ENCASEMENT (MIN. 10' BEYOND STREAM TOP OF BANK) DIP TO BE 401 PROTECTANT COATED DIP TO BE 401 PROTECTANT COATED SPECIAL BEDDING REQUIRED. SEE NOTE 2. SPECIAL BEDDING REQUIRED. SEE NOTE 2. STREET K WO O D S C R E E K R O A D DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 734 727 723 724 725 726 733 732 731 730 728 729 R R R R R R R R R R R R W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS E X I S T I N G W E T L A N D S TOP O F B A N K SCM #14 E X I S T I N G W E T L A N D S 0+00 1+00 2+0 0 2+9 3 . 4 2 TO P O F B A N K T O P O F B A N K MH 128 MH 127 MH 126 MH 125 MH 124 MH 111 275 280 280 285 285 95° S S S S MH 138 SS - OUTFALL SECTION 9A 250 255 260 265 270 275 280 285 290 295 300 250 255 260 265 270 275 280 285 290 295 300 -0+50 0+00 27 4 . 7 7 27 6 . 2 4 0+50 27 9 . 3 9 28 4 . 6 2 1+00 28 4 . 8 0 29 3 . 0 8 1+50 2+00 132 . 2 4 L F 8 " D I P @ 9 . 5 0 % MH 1 0 7 ST A : 1 3 + 4 9 . 8 0 , RI M : 2 7 8 . 2 4 IN V . O U T : 2 5 8 . 6 5 ( E X M H 1 0 6 ) IN V . I N : 2 6 7 . 4 4 ( M H 5 0 0 ) IN V . I N : 2 5 8 . 8 5 ( M H 1 0 8 ) 0. 0 0 ' - 5 ' D I A . MH 5 0 0 ST A : 1 + 3 2 . 2 4 , RI M : 2 9 7 . 3 5 IN V . O U T : 2 8 0 . 0 0 ( M H 1 0 7 ) 0. 0 0 ' - 5 ' D I A . EXISTING GRADE PROPOSED GRADE MH RIMS IN OUTFALL TO BE 2' AFG (TYP) T T T T T T T T T T T G 506260.43 CMP84 30276 260.76 CMP INV 10'W 7.2'H30277 260.77 CMP INV 10'W 7.2'H 30280 260.63 CMP INV 10'W 7.2'H 749747 748 C B U & V I S I T O R P A R K I N G R W R R W W GGGG W W W W W W W WW W W W WFM FM FM S S S S S S SS SS SS SS SSSSSS SS SS 0+00 1+00 1+32.24 MH 500 MH 108 EX MH 106 MH 107 EX MH 105 270 275 27 0 SS - OUTFALL SECTION 9B 255 260 265 270 275 280 285 290 295 300 305 255 260 265 270 275 280 285 290 295 300 305 -0+50 0+00 27 6 . 0 7 28 0 . 3 7 0+50 27 8 . 8 9 28 5 . 4 0 1+00 28 2 . 9 3 28 8 . 4 1 1+50 28 7 . 3 6 29 2 . 3 5 2+00 29 1 . 3 2 29 3 . 8 5 2+50 29 5 . 1 1 29 4 . 1 2 3+00 3+50 185. 3 7 L F 8 " P V C @ 7 . 3 0 % 108.06 L F 8 " P V C @ 3 . 2 0 % 30" RCP 24" MIN MH 1 2 4 ST A : 2 4 + 6 0 . 0 3 , RI M : 2 8 2 . 3 7 IN V . O U T : 2 6 7 . 0 8 ( M H 1 1 1 ) IN V . I N : 2 6 7 . 2 8 ( M H 1 2 5 ) IN V . I N : 2 6 7 . 2 8 ( M H 1 3 8 ) 0. 0 0 ' - 5 ' D I A . MH 1 2 5 ST A : 2 4 + 5 9 . 3 1 , RI M : 2 9 3 . 4 3 IN V . O U T : 2 8 0 . 8 0 ( M H 1 2 4 ) IN V . I N : 2 8 1 . 0 0 ( M H 1 2 6 ) 18 5 . 3 7 ' L - 4 ' D I A . MH 1 2 6 ST A : 2 + 9 3 . 4 2 , RI M : 2 9 5 . 4 8 IN V . O U T : 2 8 4 . 4 6 ( M H 1 2 5 ) IN V . I N : 2 8 4 . 6 6 ( M H 1 2 7 ) 0. 0 0 ' - 4 ' D I A . EXISTING GRADE PROPOSED GRADE SE W E R O U T F A L L P L A N & PR O F I L E C7.22 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 1 8 - C 7 . 2 3 U T I L I T Y O U T F A L L P L A N & P R O F I L E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 4 9 : 3 3 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.DIP - PIPE JOINTS SHALL BE OF THE PUSH-ON TYPE AS PER AWWA C1211. PIPE LINING SHALL BE CEMENT LINED. ALL DUCTILE SEWER LINES 12" AND ABOVE SHALL BE 401 PROTECTANT LINED. 6.OUTFALLS SHALL REQUIRE ACCESSIBILITY WITH A MAXIMUM CROSS SLOPE OF 6:1. WO O D S C R E E K R O A D STREET N STREET N DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 795 792 835 834 796 794 793 791 790 799 789 798 788 797 815814813 833 812811810 808 803 804 805 806 807 809 W W W W W W W W W W W W W W W W W W W W W W W W W 2 8 + 0 0 2 9 + 0 0 30+00 31+00 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 S S S S S S SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S S S MARY HARRIS DB 2260, PG. 670 & 99-E-2225 PIN: 0730545847 LAND USE: SINGLE FAMILY ZONING: R30 TOWN OF HOLLY SPRINGS ETJ SCM #15 11' 6' 0+00 1 + 0 0 2 + 0 0 2 + 4 4 . 9 8 MH 155 MH 151 MH 154 MH 152 MH 142 MH 150 MH 141 MH 140 MH 139 2 8 5 2 8 5 2 9 0 2 9 0 29 5 30 0 30 5 2 8 5 2 9 0 295295295 300 141° 114° 99° 90° S S S S SS - OUTFALL SECTION 10 275 280 285 290 295 300 305 310 315 320 325 275 280 285 290 295 300 305 310 315 320 325 -0+50 0+00 29 6 . 8 1 30 2 . 3 9 0+50 29 8 . 8 8 30 7 . 5 0 1+00 30 3 . 0 2 31 0 . 7 1 1+50 30 7 . 0 3 31 1 . 4 5 2+00 31 0 . 9 2 31 1 . 1 1 2+50 3+00 41.12 LF 8" PVC @ 1.22% 203.8 5 L F 8 " P V C @ 6 . 4 4 % 42" RCP MH 1 4 1 ST A : 3 1 + 9 9 . 0 7 , RI M : 3 0 4 . 3 9 IN V . O U T : 2 8 4 . 3 0 ( M H 1 4 0 ) IN V . I N : 2 8 4 . 5 0 ( M H 1 4 2 ) IN V . I N : 2 8 4 . 5 0 ( M H 1 5 0 ) 0. 0 0 ' - 5 ' D I A . MH 1 5 0 ST A : 3 1 + 9 9 . 0 7 , RI M : 3 0 8 . 4 3 IN V . O U T : 2 8 5 . 0 0 ( M H 1 4 1 ) IN V . I N : 2 8 5 . 2 0 ( M H 1 5 1 ) 41 . 1 2 ' L - 4 ' D I A . MH 1 5 1 ST A : 2 + 4 4 . 9 8 , RI M : 3 1 0 . 0 2 IN V . O U T : 2 9 8 . 3 4 ( M H 1 5 0 ) IN V . I N : 2 9 8 . 5 4 ( M H 1 5 5 ) 0. 0 0 ' - 4 ' D I A . EXISTING GRADE PROPOSED GRADE MH RIMS IN OUTFALL TO BE 2' AFG (TYP) 24" MIN 588 584 585 586 587 W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX I S T I N G FL O O D W A Y 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R SCM #13 FLOODWAY 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R 10' WIDE ASPHALT GREENWAY TRAIL 30' WIDE GREENWAY EASEMENT EX I S T I N G 1 0 0 Y E A R FE M A F L O O D P L A I N TOP OF BANK TOP O F B A N K TOP O F B A N K 0+00 1+00 2+00 3+00 4+00 5+00 5+25 . 6 6 TO P O F B A N K T O P O F B A N K 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R MH 117 MH 114 MH 115 MH 113 MH 111 MH 11295° 97° 171° 176° SS - OUTFALL SECTION 8 255 260 265 270 275 280 285 290 295 300 305 255 260 265 270 275 280 285 290 295 300 305 -0+50 0+00 27 1 . 9 4 0+50 27 1 . 7 3 1+00 27 2 . 1 3 1+50 27 2 . 0 1 2+00 27 2 . 7 3 27 3 . 4 4 2+50 27 9 . 3 8 28 3 . 0 3 3+00 28 6 . 9 6 28 7 . 3 0 3+50 29 2 . 5 6 28 9 . 3 0 4+00 29 6 . 5 3 29 0 . 4 2 4+50 29 8 . 7 1 29 1 . 1 9 5+00 30 0 . 5 0 29 1 . 0 0 5+50 6+00 179.16 LF 12" RJ DIP @ 0.50% 168. 0 1 L F 1 2 " P V C @ 7 . 3 8 % 142.01 LF 12" PVC @ 0.41% MH 1 1 1 ST A : 2 2 + 3 8 . 9 5 , RI M : 2 8 1 . 9 8 IN V . O U T : 2 6 5 . 1 0 ( M H 1 1 0 ) IN V . I N : 2 6 5 . 4 3 ( M H 1 2 4 ) IN V . I N : 2 6 5 . 3 0 ( M H 1 1 2 ) 0. 0 0 ' - 5 ' D I A . MH 1 1 2 ST A : 2 2 + 6 6 . 6 8 , RI M : 2 7 4 . 0 8 IN V . O U T : 2 6 6 . 2 0 ( M H 1 1 1 ) IN V . I N : 2 6 6 . 4 0 ( M H 1 1 3 ) 17 7 . 0 0 ' R - 5 ' D I A . MH 1 1 3 ST A : 2 3 + 0 3 . 3 9 , RI M : 2 9 1 . 2 9 IN V . O U T : 2 7 8 . 8 0 ( M H 1 1 2 ) IN V . I N : 2 7 9 . 0 0 ( M H 1 1 4 ) 34 0 . 9 6 ' R - 5 ' D I A . MH 1 1 4 ST A : 2 3 + 5 6 . 0 0 , RI M : 2 9 2 . 5 2 IN V . O U T : 2 7 9 . 5 8 ( M H 1 1 3 ) IN V . I N : 2 7 9 . 7 8 ( M H 1 1 5 ) 47 2 . 8 7 ' R - 5 ' D I A . MH 1 1 5 ST A : ? ? ? , RI M : 2 9 0 . 5 8 IN V . O U T : 2 7 9 . 9 3 ( M H 1 1 4 ) IN V . I N : 2 8 0 . 1 3 ( M H 1 1 6 ) ?? ? ' ? ? ? - 4 ' D I A . EXISTING GRADE PROPOSED GRADE 100 YEAR FLOODLINE ELEVATION 35 LF - 24" STEEL ENCASEMENT (MIN. 10' BEYOND STREAM TOP OF BANK) MH RIMS IN OUTFALL TO BE 2' AFG WHEN OUTSIDE OF PAVED AREA (TYP) 36.47 LF 12" PVC @ 0.40% SE W E R O U T F A L L P L A N & PR O F I L E C7.23 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions k: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - c a r o l i n a s p r i n g s p h a s e s 6 - 1 0 \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 7 . 1 8 - C 7 . 2 3 U T I L I T Y O U T F A L L P L A N & P R O F I L E . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 0 : 5 0 : 2 3 A M - TI L L E T T , B O R I S Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. NOTES: 1.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET AND MAXIMUM OF 6 FEET MEASURED FROM THE TOP OF THE PIPE TO THE FINISHED SUBGRADE OF THE ROADWAY (OR AS DIRECTED BY DIRECTOR OF ENGINEERING). 2.SEWER MAINS FROM 14 TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH THE STANDARD DETAILS SECTION OF THESE STANDARDS. 3. SEWER MAINS DEEPER THAN 20 FEET ARE REQUIRED TO BE DIP WITH PROTECTANT AND HAVE 5' MANHOLES. 4.ALL CARRIER WATERLINE PIPE INSIDE CASING TO BE RESTRAINED JOINT. 5.DIP - PIPE JOINTS SHALL BE OF THE PUSH-ON TYPE AS PER AWWA C1211. PIPE LINING SHALL BE CEMENT LINED. ALL DUCTILE SEWER LINES 12" AND ABOVE SHALL BE 401 PROTECTANT LINED. 6.OUTFALLS SHALL REQUIRE ACCESSIBILITY WITH A MAXIMUM CROSS SLOPE OF 6:1. SPECIAL BEDDING REQUIRED. SEE NOTE 2. STREET Q STR E E T S GRAPHIC SCALE 1 inch = 50 ft. 50 0 25 50 100 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. S T R E E T E DocuSign Envelope ID: A10BF846-6942-41BC-B265-81F7B351B895 4/21/2023 WETLAND AREA W14 0+00 1+00 1+50 MAIN POOL BOTTOM ELEVATION: 269.00 2 7 5 280 285 290 27 5 280 28 5 290 29 5 27 5 28 0 2 8 5 2 9 0 29 5 2 7 5 280 280 2 8 0 2 8 5 2 9 0 2 7 0 27 0 27 5 2 7 5 27 5 28 0 2 8 0 28 0 2 8 5 2 9 0 27 5 275 27 5 2 8 0 280 28 0 2 8 5 2 9 0 2 9 5 VEGETATED SHELF ELEVATION: 274.50 - 275.50 NORMAL POOL ELEV. 275.00 RIP RAP DISSIPATOR LENGTH: 15 FT WIDTH: 7.5 FT DEPTH: 1.5 FT NCDOT CLASS B GREENWAY FOREBAY FILTER DRAIN SEE DETAIL SHEET C8.06 TO P O F D A M E L E V . 2 8 1 . 0 0 SCM MAINTENANCE AND ACCESS EASEMENT RISER 11 FES 11 30" RCP SCM 11 265 270 275 280 285 265 270 275 280 285 -0+50 0+00 0+50 1+00 1+50 2+00 RIP RAP DISSIPATOR LENGTH: 15 FT WIDTH: 7.5 FT DEPTH: 1.5 FT NCDOT CLASS B (SEE DETAIL SHEET C8.06) #78 GRAVEL BEDDING (SEE DETAIL SHEET C8.06) FILTER DIAPHRAGM (SEE DETAIL SHEET C8.06) CONCRETE CRADLE (SEE DETAIL SHEET C8.06) CONCRETE COLLAR (SEE DETAIL SHEET C8.06) RISER CREST: 277.00 INV. OUT: 271.50 EXISTING GRADE PROPOSED GRADE 12" SEDIMENT STORAGE POND BOTTOM ELEVATION 269.00 3:1 2 : 1 3 : 1 6 : 1 NORMAL POOL ELEV. 275.00 1 YEAR PEAK WSEL. 277.23 10 YEAR PEAK WSEL. 278.26 100 YEAR PEAK WSEL. 279.57 68 LF 30" RCP @ 0.73% 10' MIN TOP OF DAM MIN ELEV. 281 6' VEGETATED SHELF ELEV. 274.5-275.5 30" 'O-RING' GASKETED CLASS III RCP 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C8.05) 4" NRS GATE VALVE FLANGED, CAST IRON BODY WITH STEM EXTENSION AND HANDWHEEL 3.0" Ø ORIFICE DRILLED IN 4" CAP 4" PVC CLEANOUT OPEN END 4" PVC AT NORMAL POOL 4" PVC TEE 4" SCHEDULE 80 PVC SPOOL (TYPICAL) 4" DIP SPOOL (PE x FLANGED) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM 11 RISER DRAWDOWN DEVICE PLAN 3 8" = 1'-0" BALLAST CONCRETE 30" 'O-RING' GASKETED CLASS III RCP RISER CREST ELEVATION 277.00 NORMAL POOL ELEVATION 275.00 12 " 12" PLACE STEM SUPPORTS PER MANUFACTURER'S RECOMMENDATION TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C8.05) 12 " (M I N ) HANDWHEEL TO EXTEND 12" (MIN) ABOVE TRASH RACK MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) 4" PVC CLEANOUT 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C8.05) DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) OPEN END 4" PVC 4" DIP BOTTOM DRAIN (TEMPORARY SKIMMER ATTACHMENT FOR EROSION CONTROL) 4" NRS GATE VALVE FLANGED, CAST IRON BODY PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION AT RISER 3.0" Ø ORIFICE DRILLED IN 4" CAP ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- (SEE ANCHOR DETAIL ON SHEET C8.05) CONCRETE PIPE CRADLE (SEE DETAILS ON SHEETC8.05) CONSTRUCTION JOINT AT PIPE JOINT SCM 11 RISER DRAWDOWN DEVICE DETAIL 3 8" = 1'-0" 6" BALLAST CONCRETE 1.0 CUBIC YARDS REQUIRED INVERT OUT = 271.50 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER 12" MIN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, SCM #11 RISER INSIDE WALL ELEVATIONS 3 8" = 1'-0" WESTEAST 4" PVC ORIFICE PIPE INVERT: 274.00 4" BOTTOM DRAIN INVERT: 272.00 RISER CREST: 277.00 12" (MIN) SOUTHNORTH 12" (MIN) NORMAL POOL: 275.00 GROUT 1' GROUT GROUT GROUT 30" OUTLET INVERT: 271.50 MANHOLE STEPS 4" DIP DRAIN OPEN @ NORMAL POOL ELEV. 30" O-RING GASKETED CLASS III RCP SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 8 . 0 1 - C 8 . 0 5 S C M P L A N & D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 5 4 : 4 0 A M - KN I G H T , K A T H E R I N E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 SC M 1 1 P L A N & D E T A I L S C8.01 SCM 11 PLAN WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 1.PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. 3.CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND EXTENT OF THE CUTOFF TRENCH. 6.THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. ·FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER. ·FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. ·THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL GRADE. 7.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 8.THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE OUTLET. SEE DETAILS ON SHEET C8.05. 9.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEETS L1.0 AND L1.1 FOR FURTHER PLANTING DETAILS. 10.IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 11.THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). 12.UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 13.FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 14.PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·POND BOTTOM ELEVATION =269.00 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) =275.00 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION =2,531 SF ·RISER CREST ELEVATION=277.00 FT ·LOW POINT TOP OF EMBANKMENT (AUXILIARY SPILLWAY) =280.00 FT ·AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) =281.00 FT 14.ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L1.1). 16.FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL REQUIREMENTS 1.SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS AND MAINTENANCE EASEMENT. 2.AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY. 2:1 2:1 M A X 3:1 3:1 10' (MIN)TOP OF DAM 3:1 TI E T O E X I S T I N G 2:1 2:1 6:1 6:1 FOREBAY BERM CLAY LINER POND BOTTOM FOREBAY NORMAL POOL VEGETATED SHELF WET POND GRADING DETAIL NOT TO SCALE FOREBAY FILTER DRAIN (SEE PLAN FOR LOCATION) 4" TOPSOILFOREBAY ENTRANCE TO BE GRADED DEEPER THAN FOREBAY EXIT 2:1 5' (MIN) VEGETATED SHELF SCM 11 PROFILE 0 0 PROFILE VIEW GRAPHIC SCALE 3 6030 1" = 30' HORZ. 1" = 3' VERT. GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 DocuSign Envelope ID: FC2D77CA-CF52-48AD-A81D-D3DF4904EFAA 4/21/2023 W W W W W W R R R R R R R W X X X X X X X X X X X X 3 0 0 1 0 ' TOP OF D A M = 2 9 3 . 0 0 FOREBAY BOTTOM ELEV. 282 MAIN POOL BOTTOM ELEV. 282 RIPRAP DISSIPATOR L=20', W =7.5' 22.5" DEEP CLASS "1" (d50 = 10") 6' VEGETATED SHELF ELEV. 286.5 - 287.5 SEE LANDSCAPE PLAN SHEET L1.9 FOREBAY FILTER DRAIN SEE DETAIL SHEET C8.06 NORMAL POOL ELEV. 287.0 SCM MAINTENANCE AND ACCESS EASEMENT PROPOSED 100 YEAR FLOODLINE EXISTING 100 YEAR FLOODLINE 0 + 0 0 1 + 0 0 1 + 3 7 . 0 7 280 285 290 295 300 280 285 290 295 300 6' VEGETATED SHELF ELEV. 286.5 - 287.5 SEE LANDSCAPE PLAN SHEET L1.9 10' MIN TOP OF DAM ELEV. 293 MAIN POOL NORMAL POOL = 287.0 2 : 1 6 : 1 3 : 1 3:1 100 YR PEAK WSE = 291.98 EXISTING GRADE PER PHASE 1-5 EROSION CONTROL GRADING PROPOSED GRADE CONTRACTOR TO EXCAVATE TO PROVIDE POSITIVE DRAINAGE RIPRAP DISSIPATOR #78 WASHED STONE BEDDING FILTER DIAPHRAGM SEE DETAIL SHEET C8.06 CONCRETE CRADLE SEE DETAIL SHEET C8.06 -0+50 0+00 0+50 1+00 1+50 2+00 61.35 LF 30" R C P @ 1 . 6 3 % 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) 4" NRS GATE VALVE FLANGED, CAST IRON BODY WITH STEM EXTENSION AND HANDWHEEL 2.5" Ø ORIFICE DRILLED IN 4" CAP 4" PVC CLEANOUT OPEN END 4" PVC AT NORMAL POOL 4" PVC TEE 4" SCHEDULE 80 PVC SPOOL (TYPICAL) 4" DIP SPOOL (PE x FLANGED) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM 12 RISER DRAWDOWN DEVICE PLAN 3 8" = 1'-0" 24"W x 12"H WEIR BALLAST CONCRETE 30" 'O-RING' GASKETED CLASS III RCP RISER CREST ELEVATION 290.0 NORMAL POOL ELEVATION 287.0 12 " 12" GROUT PLACE STEM SUPPORTS PER MANUFACTURER'S RECOMMENDATION TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C7.6) 12 " (M I N ) HANDWHEEL TO EXTEND 12" (MIN) ABOVE TRASH RACK 4" PVC CLEANOUT 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C7.6) DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) OPEN END 4" PVC 4" DIP BOTTOM DRAIN (TEMPORARY SKIMMER ATTACHMENT FOR EROSION CONTROL) 4" NRS GATE VALVE FLANGED, CAST IRON BODY PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION AT RISER 2.5" Ø ORIFICE DRILLED IN 4" CAP ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- (SEE ANCHOR DETAIL ON SHEET C7.6) CONCRETE PIPE CRADLE (SEE DETAILS ON SHEET C7.6) CONSTRUCTION JOINT AT PIPE JOINT SCM 12 RISER DRAWDOWN DEVICE DETAIL 3 8" = 1'-0" 6" BALLAST CONCRETE 1.2 CUBIC YARDS REQUIRED INVERT OUT = 283.00 24"W x 12"H WEIR CREST ELEVATION 289.0 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER 12" MIN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM #12 RISER INSIDE WALL ELEVATIONS 3 8" = 1'-0" SOUTHNORTH 4" PVC ORIFICE PIPE INVERT: 286.00 4" BOTTOM DRAIN INVERT: 283.50 RISER CREST: 290.00 12" (MIN) EASTWEST 12" (MIN) NORMAL POOL: 287.00 GROUT 12 " GROUT GROUT GROUT 30" OUTLET INVERT: 283.00 4" DIP DRAIN OPEN @ NORMAL POOL ELEV. OPEN MANHOLE STEPS SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 8 . 0 1 - C 8 . 0 5 S C M P L A N & D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 5 4 : 5 6 A M - KN I G H T , K A T H E R I N E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 SC M 1 2 P L A N & D E T A I L S C8.02 SCM 12 PLAN 2:1 2:1 M A X 3:1 3:1 10' (MIN)TOP OF DAM 3:1 TI E T O E X I S T I N G 2:1 2:1 6:1 6:1 FOREBAY BERM CLAY LINER POND BOTTOM FOREBAY NORMAL POOL VEGETATED SHELF WET POND GRADING DETAIL NOT TO SCALE FOREBAY FILTER DRAIN (SEE PLAN FOR LOCATION) 4" TOPSOILFOREBAY ENTRANCE TO BE GRADED DEEPER THAN FOREBAY EXIT 2:1 5' (MIN) VEGETATED SHELF SCM 12 PROFILE 0 0 PROFILE VIEW GRAPHIC SCALE 3 6030 1" = 30' HORZ. 1" = 3' VERT. WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 1.PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. 3.CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND EXTENT OF THE CUTOFF TRENCH. 6.THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. ·FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER. ·FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. ·THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL GRADE. 7.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 8.THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE OUTLET. SEE DETAILS ON SHEET C7.6. 9.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEETS L1.9 FOR FURTHER PLANTING DETAILS. 10.IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 11.THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). 12.UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 13.FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 14.PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·POND BOTTOM ELEVATION =282.0 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) =287.00 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION =32,130 SF ·WEIR CREST ELEVATION=289.00 FT ·RISER CREST ELEVATION=290.00 FT ·AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) =293.00 FT 14.ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L1.9). 16.FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL REQUIREMENTS 1.SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS AND MAINTENANCE EASEMENT. 2.AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY. GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 DocuSign Envelope ID: FC2D77CA-CF52-48AD-A81D-D3DF4904EFAA 4/21/2023 W W W W W W W W W W W W R R R R R R R R R R W SS SS SS SS SS SS SS S S 0+ 0 0 1+ 0 0 1+ 1 7 . 4 8 MAIN POOL BOTTOM ELEVATION: 273.00 275 275 280 280 280 285 285 285 2 9 0 2 7 5 27 5 280 280 285 285 290 27 5 2 7 5 28 0 2 8 0 28 5 2 8 5 2 8 0 2 8 5 29 0 2 7 5 2 8 0 28 5 2 9 0 2 9 5 3 0 0 3 0 0 27 5 2 8 0 2 8 5 2 9 0 2 9 5 2 7 5 2 8 0 285 290290 2 7 5 2 7 5 275275 2 7 5 RIP RAP DISSIPATOR LENGTH: 15 FT WIDTH: 7.5 FT DEPTH: 1.5 FT NCDOT CLASS B VEGETATED SHELF ELEVATION: 278.00 - 279.00 GREENWAY STREAM: TOP OF BANKS NORMAL POOL ELEV. 278.50 FOREBAY FILTER DRAIN SEE DETAIL SHEET C8.06 TOP OF DAM ELEV. 286.00 SCM MAINTENANCE AND ACCESS EASEMENT RISER 13 FES 13 30 " R C P SCM 13 270 275 280 285 290 270 275 280 285 290 -0+50 0+00 0+50 1+00 1+50 2+00 #78 GRAVEL BEDDING (SEE DETAIL SHEET C8.06)FILTER DIAPHRAGM (SEE DETAIL SHEET C8.06) CONCRETE CRADLE (SEE DETAIL SHEET C8.06) CONCRETE COLLAR (SEE DETAIL SHEET C8.056 RISER CREST: 282.00 INV. OUT: 274.00 EXISTING GRADE PROPOSED GRADE 12" SEDIMENT STORAGE POND BOTTOM ELEVATION 273.00 3:1 2 : 1 3 : 1 6: 1 NORMAL POOL ELEV. 278.50 1 YEAR PEAK WSEL. 281.37 10 YEAR PEAK WSEL. 282.72 100 YEAR PEAK WSEL. 283.29 69 LF 30" RCP @ 1 . 4 4 % RIP RAP DISSIPATOR LENGTH: 15 FT WIDTH: 7.5 FT DEPTH: 1.5 FT NCDOT CLASS B (SEE DETAIL SHEET C8.06) 10' MIN TOP OF DAM ELEV. 286 6' VEGETATED SHELF ELEV. 278.0-279.0 30" 'O-RING' GASKETED CLASS III RCP 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C8.05) 4" NRS GATE VALVE FLANGED, CAST IRON BODY WITH STEM EXTENSION AND HANDWHEEL 2.0" Ø ORIFICE DRILLED IN 4" CAP 4" PVC CLEANOUT OPEN END 4" PVC AT NORMAL POOL 4" PVC TEE 4" SCHEDULE 80 PVC SPOOL (TYPICAL) 4" DIP SPOOL (PE x FLANGED) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM 13 RISER DRAWDOWN DEVICE PLAN 3 8" = 1'-0" 12"W x 18"H WEIR BALLAST CONCRETE 30" 'O-RING' GASKETED CLASS III RCP RISER CREST ELEVATION 282.00 NORMAL POOL ELEVATION 278.50 12 " 12" GROUT PLACE STEM SUPPORTS PER MANUFACTURER'S RECOMMENDATION TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C8.05) 12 " (M I N ) HANDWHEEL TO EXTEND 12" (MIN) ABOVE TRASH RACK MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) 4" PVC CLEANOUT 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C8.05) DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) OPEN END 4" PVC 4" DIP BOTTOM DRAIN (TEMPORARY SKIMMER ATTACHMENT FOR EROSION CONTROL) 4" NRS GATE VALVE FLANGED, CAST IRON BODY PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION AT RISER 2.0" Ø ORIFICE DRILLED IN 4" CAP ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- (SEE ANCHOR DETAIL ON SHEET C8.05) CONCRETE PIPE CRADLE (SEE DETAILS ON SHEETC8.05) CONSTRUCTION JOINT AT PIPE JOINT SCM 13 RISER DRAWDOWN DEVICE DETAIL 3 8" = 1'-0" 6" BALLAST CONCRETE 1.0 CUBIC YARDS REQUIRED INVERT OUT = 274.00 12"W x 6"H WEIR CREST ELEVATION 280.50 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER 12" MIN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, SCM #13 RISER INSIDE WALL ELEVATIONS 3 8" = 1'-0" SOUTHNORTH 4" PVC ORIFICE PIPE INVERT: 277.50 4" BOTTOM DRAIN INVERT: 274.50 RISER CREST: 282.00 12" (MIN) EASTWEST 12" (MIN) NORMAL POOL: 278.50 GROUT 1' GROUT GROUT GROUT 30" OUTLET INVERT: 274.00 MANHOLE STEPS 4" DIP DRAIN OPEN @ NORMAL POOL ELEV. TEMPORARY POOL: 280.50 30" O-RING GASKETED CLASS III RCP SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 8 . 0 1 - C 8 . 0 5 S C M P L A N & D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 5 5 : 1 4 A M - KN I G H T , K A T H E R I N E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 SC M 1 3 P L A N & D E T A I L S C8.03 SCM 13 PLAN WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 1.PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. 3.CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND EXTENT OF THE CUTOFF TRENCH. 6.THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. ·FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER. ·FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. ·THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL GRADE. 7.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 8.THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE OUTLET. SEE DETAILS ON SHEET C8.05. 9.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEETS L1.0 AND L1.1 FOR FURTHER PLANTING DETAILS. 10.IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 11.THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). 12.UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 13.FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 14.PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·POND BOTTOM ELEVATION =273.00 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) =278.50 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION =1,396 SF ·WEIR CREST ELEVATION=280.50 FT ·RISER CREST ELEVATION=282.00 FT ·LOW POINT TOP OF EMBANKMENT (AUXILIARY SPILLWAY) =285.00 FT ·AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) =286.00 FT 14.ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L1.1). 16.FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL REQUIREMENTS 1.SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS AND MAINTENANCE EASEMENT. 2.AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY. 2:1 2:1 M A X 3:1 3:1 10' (MIN)TOP OF DAM 3:1 TI E T O E X I S T I N G 2:1 2:1 6:1 6:1 FOREBAY BERM CLAY LINER POND BOTTOM FOREBAY NORMAL POOL VEGETATED SHELF WET POND GRADING DETAIL NOT TO SCALE FOREBAY FILTER DRAIN (SEE PLAN FOR LOCATION) 4" TOPSOILFOREBAY ENTRANCE TO BE GRADED DEEPER THAN FOREBAY EXIT 2:1 5' (MIN) VEGETATED SHELF SCM 13 PROFILE 0 0 PROFILE VIEW GRAPHIC SCALE 3 6030 1" = 30' HORZ. 1" = 3' VERT. GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 DocuSign Envelope ID: FC2D77CA-CF52-48AD-A81D-D3DF4904EFAA 4/21/2023 WETLAND AREA W12 R R R W SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S 0+0 0 0+9 3 . 1 5 1 + 0 0 1 + 2 0 . 3 7 MAIN POOL BOTTOM ELEVATION: 275.00 2 7 5 28 028 5290 28 0 280 2 8 0 28 5 275275 2 7 528 0 2 8 5 2 9 0 2 7 5 28 028 52 9 0 2 9 5 2 8 0 2 8 5 2 9 029 5 275 27 5 2 8 0 28 0 28 0 28 5 285 28 5 2 9 0 2 9 5 2 9 5 29 5295 285285 285 2 9 0 29 0 2802 8 0 28 0 2 8 5 29 0 RIP RAP DISSIPATOR LENGTH: 15 FT WIDTH: 7.5 FT DEPTH: 1.5 FT NCDOT CLASS B VEGETATED SHELF ELEVATION: 280.00 - 281.00 GREENWAY NORMAL POOL ELEV. 280.50 RIP RAP DISSIPATOR LENGTH: 15 FT WIDTH: 7.5 FT DEPTH: 1.5 FT NCDOT CLASS B FOREBAY FILTER DRAIN SEE DETAIL SHEET C8.06 TOP O F D A M E L E V . 2 8 5 . 0 0 SCM MAINTENANCE AND ACCESS EASEMENT RISER 14 FES 15 FES 14 30" R C P 3 0 " R C P SCM 14 270 275 280 285 290 270 275 280 285 290 -0+50 0+00 0+50 1+00 1+50 #78 GRAVEL BEDDING (SEE DETAIL SHEET C8.06) FILTER DIAPHRAGM (SEE DETAIL SHEET C8.06) CONCRETE CRADLE (SEE DETAIL SHEET C8.06) CONCRETE COLLAR (SEE DETAIL SHEET C8.06) RISER CREST: 282.00 INV. OUT: 277.50 EXISTING GRADE PROPOSED GRADE 12" SEDIMENT STORAGE POND BOTTOM ELEVATION 275.00 3:1 2:1 3 : 1 6:1 NORMAL POOL ELEV. 280.50 1 YEAR PEAK WSEL. 282.06 10 YEAR PEAK WSEL. 282.69 100 YEAR PEAK WSEL. 283.14 49 LF 30" RCP @ 1 . 0 1 % RIP RAP DISSIPATOR LENGTH: 15 FT WIDTH: 7.5 FT DEPTH: 1.5 FT NCDOT CLASS B (SEE DETAIL SHEET C8.06) 10' MIN TOP OF DAM ELEV. 285 6' VEGETATED SHELF ELEV. 280.0-281.0 30" 'O-RING' GASKETED CLASS III RCP 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C8.05) 4" NRS GATE VALVE FLANGED, CAST IRON BODY WITH STEM EXTENSION AND HANDWHEEL 2.0" Ø ORIFICE DRILLED IN 4" CAP 4" PVC CLEANOUT OPEN END 4" PVC AT NORMAL POOL 4" PVC TEE 4" SCHEDULE 80 PVC SPOOL (TYPICAL) 4" DIP SPOOL (PE x FLANGED) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM 14 RISER DRAWDOWN DEVICE PLAN 3 8" = 1'-0" BALLAST CONCRETE 30" 'O-RING' GASKETED CLASS III RCP RISER CREST ELEVATION 282.00 NORMAL POOL ELEVATION 280.50 12 " 12" GROUT PLACE STEM SUPPORTS PER MANUFACTURER'S RECOMMENDATION TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C8.05) 12 " (M I N ) HANDWHEEL TO EXTEND 12" (MIN) ABOVE TRASH RACK MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) 4" PVC CLEANOUT 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C8.05) DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL)OPEN END 4" PVC 4" DIP BOTTOM DRAIN (TEMPORARY SKIMMER ATTACHMENT FOR EROSION CONTROL) 4" NRS GATE VALVE FLANGED, CAST IRON BODY PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION AT RISER 2.0" Ø ORIFICE DRILLED IN 4" CAP ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- (SEE ANCHOR DETAIL ON SHEET C8.05) CONCRETE PIPE CRADLE (SEE DETAILS ON SHEETC8.05) CONSTRUCTION JOINT AT PIPE JOINT SCM 14 RISER DRAWDOWN DEVICE DETAIL 3 8" = 1'-0" 6" BALLAST CONCRETE 1.0 CUBIC YARDS REQUIRED INVERT OUT = 277.50 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER 12" MIN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, SCM #14 RISER INSIDE WALL ELEVATIONS 3 8" = 1'-0" SOUTHEASTNORTHWEST 4" PVC ORIFICE PIPE INVERT: 279.50 4" BOTTOM DRAIN INVERT: 278.00 RISER CREST: 282.00 12" (MIN) NORTHEASTSOUTHWEST 12" (MIN) NORMAL POOL: 280.50 GROUT 1' GROUT GROUT GROUT 30" OUTLET INVERT: 277.50 MANHOLE STEPS 4" DIP DRAIN OPEN @ NORMAL POOL ELEV. 30" O-RING GASKETED CLASS III RCP SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 8 . 0 1 - C 8 . 0 5 S C M P L A N & D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 5 5 : 2 8 A M - KN I G H T , K A T H E R I N E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 SC M 1 4 P L A N & D E T A I L S C8.04 SCM 14 PLAN WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 1.PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. 3.CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND EXTENT OF THE CUTOFF TRENCH. 6.THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. ·FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER. ·FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. ·THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL GRADE. 7.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 8.THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE OUTLET. SEE DETAILS ON SHEET C8.05. 9.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEETS L1.0 AND L1.1 FOR FURTHER PLANTING DETAILS. 10.IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 11.THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). 12.UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 13.FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 14.PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·POND BOTTOM ELEVATION =275.00 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) =280.50 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION =13,236SF ·RISER CREST ELEVATION=282.00 FT ·LOW POINT TOP OF EMBANKMENT (AUXILIARY SPILLWAY) =284.00 FT ·AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) =285.00 FT 14.ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L1.1). 16.FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL REQUIREMENTS 1.SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS AND MAINTENANCE EASEMENT. 2.AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY. 2:1 2:1 M A X 3:1 3:1 10' (MIN)TOP OF DAM 3:1 TI E T O E X I S T I N G 2:1 2:1 6:1 6:1 FOREBAY BERM CLAY LINER POND BOTTOM FOREBAY NORMAL POOL VEGETATED SHELF WET POND GRADING DETAIL NOT TO SCALE FOREBAY FILTER DRAIN (SEE PLAN FOR LOCATION) 4" TOPSOILFOREBAY ENTRANCE TO BE GRADED DEEPER THAN FOREBAY EXIT 2:1 5' (MIN) VEGETATED SHELF SCM 14 PROFILE 0 0 PROFILE VIEW GRAPHIC SCALE 3 6030 1" = 30' HORZ. 1" = 3' VERT. GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 DocuSign Envelope ID: FC2D77CA-CF52-48AD-A81D-D3DF4904EFAA 4/21/2023 WETLAND AREA W12 SSSS S S S S S S S S S S S S S S S S S S 0 + 0 0 1 + 0 0 1 + 2 0 . 3 7 2 7 528 028 5290 28 0 280 2 8 0 2 8 5 285285 285 MAIN POOL BOTTOM ELEVATION: 281.00 2 8 5 29 0 290 2 9 0 29 5 285 2 8 5 285 285 2 8 5 2 9 0 2 9 0 2 9 0 28 5 290 290 29 0 29 0 2 9 0 2 9 5 3 0 0 2 9 0 29 0 27 5 2 7 5 2 8 0 285 29 0 29 5 2 7 5 2 7 5 28 0285290 2 7 5 2 7 5 2 8 0 285 2 9 0 2802 8 0 28 0 2 8 5 29 0 VEGETATED SHELF ELEVATION: 280.00 - 281.00 GREENWAY RIP RAP DISSIPATOR LENGTH: 15 FT WIDTH: 7.5 FT DEPTH: 1.5 FT NCDOT CLASS B VEGETATED SHELF ELEVATION: 285.00 - 286.00 NORMAL POOL ELEV. 285.50 FOREBAY FILTER DRAIN SEE DETAIL SHEET C8.06 T O P O F D A M E L E V . 2 9 2 . 0 0 SCM MAINTENANCE AND ACCESS EASEMENT FOREBAY FILTER DRAIN SEE DETAIL SHEET C8.06 RISER 15 FES 15 3 0 " R C P 275 280 285 290 295 275 280 285 290 295 -0+50 0+00 0+50 1+00 1+50 2+00 RIP RAP DISSIPATOR (SEE DETAIL SHEET C8.06) #78 GRAVEL BEDDING (SEE DETAIL SHEET C8.06) FILTER DIAPHRAGM (SEE DETAIL SHEET C8.06) CONCRETE CRADLE (SEE DETAIL SHEET C8.06) CONCRETE COLLAR (SEE DETAIL SHEET C8.06) RISER CREST: 289.00 INV. OUT: 280.50 EXISTING GRADE PROPOSED GRADE 12" SEDIMENT STORAGE POND BOTTOM ELEVATION 281.00 3:1 2:1 3 : 1 6:1 NORMAL POOL ELEV. 285.50 1 YEAR PEAK WSEL. 288.42 10 YEAR PEAK WSEL. 289.84 100 YEAR PEAK WSEL. 290.61 64 LF 30" RCP @ 0.78% 10' MIN TOP OF DAM ELEV. 2926' VEGETATED SHELF ELEV. 285.0-286.0 30" 'O-RING' GASKETED CLASS III RCP 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C8.05) 4" NRS GATE VALVE FLANGED, CAST IRON BODY WITH STEM EXTENSION AND HANDWHEEL 2.0" Ø ORIFICE DRILLED IN 4" CAP 4" PVC CLEANOUT OPEN END 4" PVC AT NORMAL POOL 4" PVC TEE 4" SCHEDULE 80 PVC SPOOL (TYPICAL) 4" DIP SPOOL (PE x FLANGED) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) SCM 15 RISER DRAWDOWN DEVICE PLAN 3 8" = 1'-0" 12"W x 18"H WEIR BALLAST CONCRETE 30" 'O-RING' GASKETED CLASS III RCP RISER CREST ELEVATION 289.00 NORMAL POOL ELEVATION 285.50 12 " 12" GROUT PLACE STEM SUPPORTS PER MANUFACTURER'S RECOMMENDATION TRASH RACK (TYPICAL) (SEE DETAIL ON SHEET C8.05) 12 " (M I N ) HANDWHEEL TO EXTEND 12" (MIN) ABOVE TRASH RACK MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) 4" PVC CLEANOUT 3000 PSI REINFORCED CONCRETE COLLAR WITH 2-LAYERS #4 REBAR AROUND PIPE (SEE SCM DETAIL SHEET C8.05)DRAWDOWN PIPE UPTURNED 12" TO ESTABLISH NORMAL POOL (SECURED TO RISER WALL) OPEN END 4" PVC 4" DIP BOTTOM DRAIN (TEMPORARY SKIMMER ATTACHMENT FOR EROSION CONTROL) 4" NRS GATE VALVE FLANGED, CAST IRON BODY PIPE INSTALLATION MUST PROVIDE A PIPE JOINT WITHIN 4' OF RISER WALL FOR ARTICULATION AT RISER 2.0" Ø ORIFICE DRILLED IN 4" CAP ANCHOR W/ DOWELS #4 REBAR X 12" @ 2' o.c. +/- (SEE ANCHOR DETAIL ON SHEET C8.05) CONCRETE PIPE CRADLE (SEE DETAILS ON SHEETC8.05) CONSTRUCTION JOINT AT PIPE JOINT SCM 15 RISER DRAWDOWN DEVICE DETAIL 3 8" = 1'-0" 6" BALLAST CONCRETE 1.0 CUBIC YARDS REQUIRED INVERT OUT = 280.50 12"W x 6"H WEIR CREST ELEVATION 287.50 COMPACTED STONE OR PREPARED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEER 12" MIN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, SCM #15 RISER INSIDE WALL ELEVATIONS 3 8" = 1'-0" SOUTHEASTNORTHWEST 4" PVC ORIFICE PIPE INVERT: 284.50 4" BOTTOM DRAIN INVERT: 281.00 RISER CREST: 289.00 12" (MIN) NORTHEASTSOUTHWEST 12" (MIN) NORMAL POOL: 285.50 GROUT 1' GROUT GROUT GROUT 30" OUTLET INVERT: 280.50 MANHOLE STEPS 4" DIP DRAIN OPEN @ NORMAL POOL ELEV. 30" O-RING GASKETED CLASS III RCP TEMPORARY POOL: 287.50 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 8 . 0 1 - C 8 . 0 5 S C M P L A N & D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 5 5 : 4 6 A M - KN I G H T , K A T H E R I N E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 SC M 1 5 P L A N & D E T A I L S C8.05 SCM 15 PLAN WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 1.PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE (e.g. MINIMUM DESIGN CRITERIA), AND LOCAL STANDARDS AND SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. 3.CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT. THE REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF THE SCM. UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER WILL SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND EXTENT OF THE CUTOFF TRENCH. 6.THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. ·FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER. ·FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD (ASTM D-1566) OR NUCLEAR METHOD (ASTM D-6938) AT A RATE OF AT LEAST ONE TEST PER 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. ·THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL GRADE. 7.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 8.THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, BEGINNING AT THE RISER, AND IN #78 STONE FOR 1/3 OF PIPE LENGTH TO THE OUTLET. SEE DETAILS ON SHEET C8.05. 9.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEETS L1.0 AND L1.1 FOR FURTHER PLANTING DETAILS. 10.IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 11.THE FOREBAY BERM(S) SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, AND USING THE SAME METHODS AS THE DAM (SEE NOTE 5). 12.UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 13.FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 14.PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·POND BOTTOM ELEVATION =281.00 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) =285.50 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION =12,526 SF ·WEIR CREST ELEVATION=287.50 FT ·RISER CREST ELEVATION=289.00 FT ·LOW POINT TOP OF EMBANKMENT (AUXILIARY SPILLWAY) =291.00 FT ·AVERAGE TOP OF EMBANKMENT (+/- 0.1 FT) =292.00 FT 14.ELEVATIONS SHOULD BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUMS AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 15.ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L1.1). 16.FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE EXISTING SITE CONDITIONS (SOIL PROPERTIES, EXISTING WATER TABLE, ETC.) INDICATE THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER, THE GEOTECHNICAL ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY LINER IS NOT REQUIRED. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL REQUIREMENTS 1.SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE, AND WITHIN AN ACCESS AND MAINTENANCE EASEMENT. 2.AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT SHALL BE PREPARED AND PROVIDED TO THE OWNER. ADDITIONAL REQUIREMENTS (e.g. RECORDATION OF EASEMENTS, AGREEMENTS, ETC.) MAY APPLY. 2:1 2:1 M A X 3:1 3:1 10' (MIN)TOP OF DAM 3:1 TI E T O E X I S T I N G 2:1 2:1 6:1 6:1 FOREBAY BERM CLAY LINER POND BOTTOM FOREBAY NORMAL POOL VEGETATED SHELF WET POND GRADING DETAIL NOT TO SCALE FOREBAY FILTER DRAIN (SEE PLAN FOR LOCATION) 4" TOPSOILFOREBAY ENTRANCE TO BE GRADED DEEPER THAN FOREBAY EXIT 2:1 5' (MIN) VEGETATED SHELF SCM 15 PROFILE 0 0 PROFILE VIEW GRAPHIC SCALE 3 6030 1" = 30' HORZ. 1" = 3' VERT. GRAPHIC SCALE 1 inch = 30 ft. 30 0 15 30 60 DocuSign Envelope ID: FC2D77CA-CF52-48AD-A81D-D3DF4904EFAA 4/21/2023 #57 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER RIP-RAP DISSIPATOR SEE EROSION CONTROL PLAN CONCRETE FLARED END SECTION A A CONCRETE FLARED END SECTION #78 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER SECTION "A-A" 8" MIN8" MIN 8" MIN8" MIN DI M " A " 8" M I N BEDDING TO SPRINGLINE OF PIPE BEDDING TO SPRINGLINE OF PIPE CONCRETE LEDGER (IF REQUIRED) DI M " A " 8" M I N CONCRETE FLARED END SECTION RIP-RAP DISSIPATOR SEE EROSION CONTROL PLAN #78 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER FINISHED GRADE PLAN LONGITUDINAL SECTION #78 WASHED STONE BEDDING OR AS APPROVED BY GEOTECHNICAL ENGINEER O-RING RCP O-RING RCP O-RING RCP OUTLET PIPE FILTER DIAPHRAGM OUTLET DETAIL (FLARED END SECTION) NOT TO SCALE 24" MIN. COVER TOP OF FILTER AT NORMAL POOL ELEVATION MIN. 6" ABOVE PIPE O.D. 12"' GRANULAR FILTER MATERIAL ASTM C-33 CONCRETE SAND OR NCDOT 2S SAND AS APPROVED BY GEOTECHNICAL ENGINEER FINISHED GRADE DIAPHRAGM FILTER DETAIL SECTION "B-B" SUPPORT TO ALLOW PLACEMENT OF CONCRETE PIPE CRADLE (TYPICAL) DI M . B (1 2 D + t ) DI M . A ( 1 3 D ) (8 " M I N ) CLASS "A" CONCRETE (3,000 PSI) TO MEET NCDOT STANDARD SPECIFICATION 1000-4 NOTE: IF PIPE IS INSTALLED IN EXCAVATED TRENCH, THEN SIDE WALLS MAY CONFORM TO TRENCH (TRENCH MAY BE USED AS CRADLE FORM) PIPE CRADLE DETAIL SECTION "C-C" OUTLET PIPE FILTER DIAPHRAGM & CONCRETE CRADLE DETAIL NOT TO SCALE OUTLET PIPE DOWNSTREAM FACE OF DAM 2D D+2t 2D LIMITS OF EXCAVATION FOR FILTER DIAPHRAGM OUTLET PIPE CRADLE SEE DETAIL DI M . E O-RING RCP DI M A CRADLE TO SPRINGLINE OF PIPE B B C C DI M . B (1 2 D + t ) DI M . A ( 1 3 D ) (8 " M I N ) #78 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER GRAVEL BEDDING DETAIL SECTION "A-A" BEDDING TO SPRINGLINE OF PIPE A A #78 WASHED STONE BEDDING OR AS APPROVED BY GEOTECHNICAL ENGINEER DI M A ASTM C-33 or NCDOT 2S SAND CRADLE TO SPRINGLINE OF PIPE BEDDING TO SPRINGLINE OF PIPE 24" TOP OF FILTER AT NORMAL POOL ELEVATION LONGITUDINAL SECTION TO DAYLIGHT 4' TRASH RACK NOT TO SCALE 2" 2"15" ± TYP. 24 " 7" 48" I.D. SQUARE SECTION VIEW IF WALL IS 8" 15 " ± TY P . 2" 2" 64" 64 " 4" 2" 6" 5" 6" 6" 9" SQUARE 8" 2" SECTION VIEW IF WALL IS 6" ACCOMMODATES A 48" X 48" I.D. FOR BOTH A 6" AND 8" WALL NOTE: 12" X 12" HORIZONTAL ALUMINUM BARS ARE NOT SHOWN FOR CLARITY 9" X 9" X 12" ALUMINUM TOP PLATE WITH SST 3" U BOLT LIFT LUG HINGE ONE QUADRANT FOR MANWAY ACCESS TO BE OVER STEPS 3" SST "U" BOLT LIFT LUG 2" X 2" X 14" ALUMINUM ANGLES @ EACH CORNER 12" X 12" ALUMINUM BARS SPACED HORIZONTALLY AS SHOWN 12" DIA. MTG HOLES (12 REQ'D) WITH 3 8" SST WEDGE ANCHORS 12" X 12" ALUMINUM BARS SPACED 15" O.C. ± @ BASE FRAME 14" ALUMINUM PLATE FRAME 64" X 64" X 6" WIDE NO M I N A L DI A M E T E R (D 0) W0 = 3 x D 0 1 3 La 12" (MIN) 1 3 EXISTING OR FINISHED GRADE SLOPE VARIES DE P T H A A NO M I N A L DI A M E T E R (D 0) PLAN SECTION A-A RIPRAP (SEE PLAN FOR SIZE AND DEPTH) GEOTEXTILE FABRIC (TO COMPLY WITH NCDOT STANDARD SPECIFICATION SECTION 1056) RIPRAP VELOCITY DISSIPATOR (ADAPTED FROM HEC-14 & NYSDOT) NOT TO SCALE RIPRAP (SEE PLAN FOR SIZE AND DEPTH) La SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 8 . 0 1 - C 8 . 0 5 S C M P L A N & D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 1 : 5 5 : 5 5 A M - KN I G H T , K A T H E R I N E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 SC M D E T A I L S C8.06 A FOREBAY FILTER DRAIN TYPICAL DETAIL ·BOTTOM WIDTH SHALL BE NO LESS THAN 5' ·USE NCDOT CLASS "B" RIP RAP TO FILL SPILLWAY ·SLOPES FROM SPILLWAY BOTTOM TO TOP OF BERM SHOULD BE NO STEEPER THAN 2:1 4' MIN 2:1 S L O P E OR F L A T T E R 2:1 SL O P E OR FL A T T E R 1:1 S L O P E OR F L A T T E R 1:1 SL O P E OR FL A T T E R 5' MIN NORMAL POOL NORMAL POOL A FOREBAY FILTER DRAIN DETAIL NOT TO SCALE SECTION "A-A" 6" 6" ELEVATION 3 1 TOP OF DAMCONTROL SECTION WIDTH VARIES, SEE PLAN CONTROL SECTION ELEVATION VARIES, SEE PLAN NORTH AMERICAN GREEN C350 PERMANENT LINER (OR APPROVED EQUAL) INSTALLED PER MANUFACTURES SPECIFICATIONS TO TOP OF DAM 3 1 EMERGENCY SPILLWAY CONTROL SECTION NOT TO SCALE 12" MIN ALL SIDES 3" MIN 'O-RING' CLASS III RCP #4 REBAR O.D. OF STRUCTURE NOTE: INSTALL VERTICAL DOWELS IN FOUNDATION CONCRETE AS HOLDING BARS FOR CONCRETE COLLAR REBAR. STRUCTURE BASE CONCRETE COLLAR DETAIL NOT TO SCALE DOWEL #4 REBAR x 12" @ 2 FT. o.c. +/- (3 PER SIDE) ANCHOR DETAIL (TYPICAL) NOT TO SCALE PRECAST RISER STRUCTURE BALLAST CONCRETE SEE RISER DETAILS FOR REQUIRED QUANTITY COMPACTED STONE BASE OR SUBGRADE AS APPROVED BY GEOTECHNICAL ENGINEER DocuSign Envelope ID: FC2D77CA-CF52-48AD-A81D-D3DF4904EFAA 4/21/2023 62' 40' W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0+00 1+00 2+00 2+63.88 60" RCP 2 8 0 2 8 0 28 0 2 8 0 280 285 2 8 5 2 8 5 28 5 2 8 5 2 8 5 285 290 2 9 0 290 290 2 9 0 290 295 2 9 5 280 280 280 285 285 290 1 9 + 0 0 2 0 + 0 0 PT: 18+97.64 RIPRAP STILLING BASIN SEE DETAIL THIS SHEET STORM DRAINAGE EASEMENT EXISTING 100 YEAR FLOODLINE PROPOSED 100 YEAR FLOODLINE STA. 1+43.72, STREET E CULVERT = STA. 19+61.00 STREET E STA. 0+89.50, STREET E CULVERT = STA. 19+61.81 STREET E STANDARD NCDOT HEADWALL INVERT 274.15 STA. 1+94.91, STREET E CULVERT = STA. 19+60.81 STREET E STANDARD NCDOT HEADWALL INVERT 275.90 STREET E CULVERT 270 275 280 285 290 295 270 275 280 285 290 295 0+00 0+50 1+00 1+50 2+00 2+50 2+75 104.56 LF 60" R C P @ 1 . 6 7 % PROPOSED GRADE EXISTING GRADE ALONG CULVERT ALIGNMENT EXISTING GRADE ALONG STREAM THALWEG EMBED CULVERT 1' EMBED CULVERT 1 ' ST A 0 + 8 9 . 5 0 NC D O T S T A N D A R D H E A D W A L L IN V E R T 2 7 4 . 1 5 ST A . 1 + 4 3 . 7 2 = ST A . 1 9 + 6 1 . 0 0 S T R E E T E ST A . 1 + 9 4 . 9 1 NC D O T S T A N D A R D H E A D W A L L IN V E R T 2 7 5 . 9 0 RIPRAP STILLING BASIN 100 YEAR BACKWATER WSE = 285.06 ELEV. 287.29 APPROXIMATE LOW POINT, BEYOND SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 8 . 0 6 - C U L V E R T P L A N & D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 2 : 1 0 : 2 1 P M - KN I G H T , K A T H E R I N E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 CU L V E R T P L A N & P R O F I L E C8.07 0 0 PROFILE VIEW GRAPHIC SCALE 40 2 20 1" = 20' HORZ. 1" = 2' VERT. APRON 2:1 HORIZONTAL CULVERT RIP R A P NO T SH O W N TOP OF R I P R A P BERM NOTE B 2:13 1 2 : 1 2 : 1 2 : 1 2:1 TOP OF NATURAL CHANNEL NOTE BTOP OF BERM TOP OF RIPRAP 2:1 EXCAVATE TO THIS LINE, BACKFILL WITH RIPRAP EXCAVATE TO THIS LINE, BACKFILL WITH RIPRAP NOTE B NATURAL CHANNEL THICKENED OR SLOPING TOE OPTIONAL- CONSTRUCT IF DOWNSTREAM CHANNEL DEGRADATION IS ANTICIPATED 2 1 2 1 D D C C B B A A RIP RAP STILLING BASIN DETAIL NOT TO SCALE NOTE A - IF EXIT VELOCITY OF BASIN IS SPECIFIED, EXTEND BASIN AS REQUIRED TO OBTAIN SUFFICIENT CROSS-SECTIONAL AREA AT SECTION A-A SUCH THAT Qdes/(CROSS SECTION AREA AT SEC. A-A) = SPECIFIED EXIT VELOCITY. NOTE B - WARP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIPRAP IN FLOOR OF BASIN SHOULD BE AT THE SAME ELEVATION OR LOWER THAN NATURAL CHANNEL BOTTOM AT SEC. A-A. APPROX I M A T E E D G E OF WATE R HORIZONTAL HALF PLAN ℄ SECTION Length of Pool (LP)Length of Apron (LA) SEC. A-A SEC. B-B SEC. C-C SEC. D-D 2d50 OR 1.5d MAX T2 T1 T1 T1 SYMMETRICAL ABOUT CENTERLINE T1 T1 RIPRAP BASIN DIMENSION TABLE OUTLET ID LP LA HS T1 T2 WO CLASS STREET E CULVERT 15.0 5.0 1.0 1.5 2.0 6 NCDOT "B" WO 2 GRAPHIC SCALE 1 inch = 20 ft. 20 0 10 20 40 DocuSign Envelope ID: FC2D77CA-CF52-48AD-A81D-D3DF4904EFAA 4/21/2023 SF/TP S F / T P SF/TPS F / T P S F / T P S F / T P S F / T P SF/ T P SF/ T P S F / T P SF / T P SF/TP SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP S F / T P S F / T P SF/TP SF/TP SF/TP SF/ T P SF/ T P SF/ T P SF/TP SF/TPSF/TPSF/TP SF/TP >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD LOD LO D LOD LOD L O D LO D L O D L O D LOD LO D L O D LO D LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD LO D L O D LOD LOD LO D LO D LOD LODLODLOD LOD 550 0+00 1+00 2+00 2+63.88 60" RCP 280 280 280 285 285 285 290 295 1 9 + 0 0 2 0 + 0 0 PT: 18+97.64 SEDIMENT BAG FLEXIBLE HOSEDEWATERING PUMP DOWNSTREAM TEMPORARY COFFERDAM UPSTREAM TEMPORARY COFFERDAM TEMPORARY BYPASS CHANNEL 10' FLAT BOTTOM, 2:1 SIDES APPROXIMATE SLOPE = 1.5% LINE WITH ROLLED EROSION CONTROL FABRIC (NORTH AMERICAN GREEN DS75 OR APPROVED EQUAL) 275 275 280 STA. 1+43.72, STREET E CULVERT = STA. 19+61.00 STREET E STA. 0+89.50, STREET E CULVERT = STA. 19+61.81 STREET E STANDARD NCDOT HEADWALL INVERT 274.15 STA. 1+94.91, STREET E CULVERT = STA. 19+60.81 STREET E STANDARD NCDOT HEADWALL INVERT 275.90 S F / T P S F / T P S F / T P SF / T P SF / T P SF / T P SF/TP SF/TP SF/TP S F / T P S F / T P S F / T P SF/ T P S F / T P SF/TP SF/TP SF/T P SF/T P SF / T P SF/TP SF / T P SF/TP SF/TP L O D L O D LO D LOD LO D LOD LOD L O D LOD L O D L O D L O D L O D L O D LO D LOD L O D LOD LOD LOD LO D LOD LO D LOD LOD LOD 27 1 27 1 272 272 6 0 " R C P SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 8 . 0 6 - C U L V E R T P L A N & D E T A I L S . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 1 2 : 1 0 : 4 7 P M - KN I G H T , K A T H E R I N E Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 CU L V E R T B Y P A S S P L A N C8.08 CLASS "B" RIP-RAP TEMPORARY COFFERDAM AND CONSTRUCTION STREAM CROSSING SEDIMENT BAG (ACF "DIRTBAG" OR APPROVED EQUAL) SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS CLASS "I" RIP-RAP WATERPROOF POLYETHYLENE FABRIC ON FACE (MINIMUM 8 MIL THICK) TOP OF BANK WATERPROOF POLYETHYLENE FABRIC ON FACE (8 MIL THICK) TEMPORARY STONE DAM EX STREAM BOTTOM 12' MIN 12' MIN PUMP-AROUND NOTES: 1.IT IS RECOMMENDED THAT WORK BE SCHEDULED SUCH THE CULVERT REPLACEMENT CAN BE COMPLETED DURING A TIME OF MINIMAL PRECIPITATION. 2.BYPASS PLAN IS SCHEMATIC. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, INSTALLATION, MAINTENANCE, OPERATION AND REMOVAL OF ALL EQUIPMENT AND TEMPORARY CONSTRUCTION TO INSURE "DRY" WORKING CONDITIONS. 3.PUMP AND LINE SIZES TO BE DETERMINED BY THE CONTRACTOR. 4.ESTIMATED PEAK FLOWS ARE AS FOLLOWS: STREET E CULVERT ·BASE FLOW TO BE DETERMINED BY CONTRACTOR ·Q10 = 107 CFS (~48,000 GPM) ·Q25 = 153 CFS (~68,700 GPM) 5.EROSION STONE TO BE CLASS "I" OR "B" RIP-RAP AS SHOWN, UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN. MAINTENANCE NOTES: 1.INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 12 INCH OR MORE OF RAIN. 2.REMOVE SEDIMENT AND WOODY DEBRIS PROMPTLY. 3.REMOVE COLLECTED SEDIMENT FROM STONE/RIP-RAP AREAS AS NECESSARY. TOP DRESS WITH 2", WASHED STONE AS NECESSARY. CONSTRUCTION SEQUENCE 1.INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING AND PUMP TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN THE STREAM. 2.INSTALL BYPASS CHANNEL. DIVERT FLOW TO BYPASS CHANNEL. 3.INSTALL UPSTREAM DAM (CLASS "I" RIP-RAP) AND DOWNSTREAM DAM (CLASS "B" RIP-RAP) WITH WATERPROOF POLYETHYLENE FABRIC FACING (MINIMUM 8 MIL THICK). 4.INSTALL WORK AREA DEWATERING PUMP AND SEDIMENT FILTER BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA BETWEEN STONE DAM USING THE FILTER BAG. 5.INSTALL THE CULVERTS AND HEADWALLS. 6.BACKFILL CULVERT. 7.INSTALL PERMANENT EROSION CONTROL DEVICES AND STABILIZE AREAS AS INDICATED ON EROSION CONTROL PLAN (SHEETS 7.0 THROUGH 7.6). 8.CONCURRENTLY WITH STEP 8 REMOVE PUMPS, SEDIMENT BAGS, AND TEMPORARY COFFERDAMS. (REMOVE POLYETHYLENE, REMOVE AND STOCKPILE RIP-RAP, TO THE LEVEL OF THE STREAM BOTTOM, FOR USE IN CONSTRUCTING RIP-RAP DISSIPATOR. 9.CONSTRUCT ROADWAY IMPROVEMENTS. FLOW Þ STREAM FLOW Þ STREAM FLOW Þ FLOW Þ SEDIMENT FILTER BAG NOT TO SCALE NOTES: 1.CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY SEDIMENT FILTER BAG WHEN PUMPING. 2.THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY VARY PER VENDOR SPECIFICATIONS. 3.TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN-IN SLEEVE OF SUFFICIENT SIZE TO ACCEPT A MINIMUM FOUR-INCH DIAMETER PUMP DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF SIX INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE ACCEPTABLE. 4.THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS. 5.TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6.CONTRACTOR SHALL SIZE THE BAG DEPENDING ON USE AND FLOW REQUIREMENTS. MAINTENANCE NOTES: 1.INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT PRODUCING 12 INCH OR MORE OF RAIN. ANY DAMAGE TO THE SEDIMENT FILTER BAG SHALL BE REPAIRED IMMEDIATELY. 2.TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6" OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3.MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF TURBID WATER BEING DISCHARGED. IF ANY TURBID WATER IS BEING DISCHARGED FROM THE BAG THE SITUATION SHALL BE RESOLVED IMMEDIATELY. IF TEMPORARY BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT SEDIMENT CAPACITY AND REPLACE IMMEDIATELY. TOP VIEW SIDE VIEW 24" MIN SEWN-IN CONNECTION SLEEVE FOR PUMP DISCHARGE HOSE SILT FENCE COVER #57 STONE PAD WITH GEOTEXTILE FABRIC #57 STONE POLYETHYLENE SHEETING (6 MIL MIN) SEDIMENT FILTER BAG VARIES WITH GROUND LINE SLOPE OPTIONAL LIFTING STRAPS SILT FENCE USE #57 STONE TO LEVEL BAG FROM NATURAL GROUND LINE GEOTEXTILE FABRIC SILT FENCE EXISTING GROUND LINE POLYETHYLENE SHEETING SEDIMENT FILTER BAG 6" MIN 24" MIN VARIES 10' MIN 24" MIN 6" MIN VARIES WITH GROUND SLOPE VARIABLE (10' MIN.) TEMPORARY STREAM CROSSING BYPASS BYPASS CHANNEL (SEE TYPICAL SECTION THIS SHEET) EXISTING CHANNEL VA R I E S 1 2 1 2 FLAT BOTTOM MIN. 10' TEMPORARY EROSION CONTROL FABRIC (NORTH AMERICAN GREEN DS75 OR APPROVED EQUAL) INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TEMPORARY BYPASS CHANNEL TYPICAL SECTION NOT TO SCALE EXISTING CHANNEL VA R I E S 1 2 1 2 FLAT BOTTOM MIN. 6' TEMPORARY EROSION CONTROL FABRIC (NORTH AMERICAN GREEN DS75 OR APPROVED EQUAL) INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TEMPORARY BYPASS CHANNEL TYPICAL SECTION NOT TO SCALE GRAPHIC SCALE 1 inch = 20 ft. 20 0 10 20 40 GRAPHIC SCALE 1 inch = 20 ft. 20 0 10 20 40 DocuSign Envelope ID: FC2D77CA-CF52-48AD-A81D-D3DF4904EFAA 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 1 - C 9 . 0 7 D E T A I L S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 4 : 4 2 : 5 2 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SI T E D E T A I L S C9.01 Keystone Cap Unit8" Min. Low Permeable Soil WOOD FENCE DETAIL 2x4 2x42x4 2x6 TOP RAIL FLAT 6x6x8 POST 8' CONCRETE 2' IN GROUND CONCRETE 2' IN GROUND 6' 2" HIGH POST CAP 2x4 2x6 FLAT ≥ STOP STOP ≥ Grid Length 4" Perforated PVC Drainage Tile (If Required) Typical Reinforced Wall Section - Preliminary -WALL DESIGN TO BE PROVIDED BY GEOTECHNICAL AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION Unreinforced Concrete or Crushed Stone Leveling Pad Foundation Soil Standard Unit - 1" Setback Finished Grade Approximate Limits of Excavation Retained Soil Unit Drainage Fill (3/4" Crushed Rock or Stone) See NOTE for color 24" 64 1 Reinforced Soil NOTE: STANDARD WALLS SHALL BE INTEGRALLY TINTED OR STAINED AN -FENCING WILL BE REQUIRED WHERE THE RETAINING WALL IS IN EXCESS OF 30 INCHES IN HEIGHT. SEE DECORATIVE FENCE DETAIL. EARTH TONE COLOR. Note: BW = FINISHED GRADE AT BOTTOM OF WALL TO WALLS LOCATED OUTSIDE TOWN OF HOLLY SPRINGS VARIABLE WIDTH UTILITY EASEMENTS. THIS DETAIL IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND AND ONLY APPLICABLE            CBU AND ACCESSIBLE PARKING AREA NTS Keystone Cap Unit8" Min. Low Permeable Soil DocuSign Envelope ID: C03669B5-2320-4749-BB9D-B17665A27BE9 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 1 - C 9 . 0 7 D E T A I L S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 4 : 4 2 : 5 9 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 RO A D W A Y D E T A I L S C9.02 DRAWING NOT TO SCALE HS338 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 CROSS-SECTION G RESIDENTIAL ALLEY NOTE: A WIDER EASEMENT MAY BE REQUIRED DUE TO CURB AND GUTTER E 1' 21' ROADWAY SECTION 2' 16' ROADWAY 25' EASEMENT 2' B A D C A - 30" VALLEY C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. EXISTING ROADWAY +/- 10' 110' RIGHT OF WAY 6' UTILITY/ LANDSCAPE STRIP 53' ROADWAY SECTION 5' SIDEWALK EXISTING SHOULDER VARIES VARIES EXISTING DITCH VARIES CROSS-SECTION D WOODS CREEK ROAD/OLD HOLLY SPRINGS APEX ROAD (INTERMITTENT SECTION) A - 30" STD. C&G B - 3.5" C.A.B.C. C - 3" S9.5B D - 4" I19.0B E - 10" C.A.B.C. 10' MEDIAN NOTE: 1.THIS SUBDIVISION IS IN THE TRIASSIC BASIN. ALL ROADWAYS WILL BE REQUIRED TO MEET ALL SPECIAL DESIGN REQUIREMENTS AS OUTLINED IN THE ENGINEERING DESIGN AND CONSTRUCTION STANDARDS SECTION 3.02J. 2.THE PAVEMENT DESIGN WILL REQUIRE NCDOT APPROVAL. THE MOST RESTRICTIVE CROSS-SECTION BETWEEN THE MINIMUM DESIGN, CALCULATED PAVEMENT DESIGN, AND NCDOT DESIGN WILL APPLY. 3.THE STANDARD ROADWAY CROSS-SECTION WILL BE WOVEN GEO-FABRIC DESIGN CRITERIA HP 270 OR EQUAL ON ENTIRE ROAD (AND MUST BE APPROVED BY THE TOWN OF HOLLY SPRINGS). 7" ABC STONE, WITH THE ASPHALT AND 1.5" S9.5C IN STAGE ONE AND 1.5" S9.5B FINAL OVERLAY. 4.LANDSCAPE STRIP MAY BE SUBSTITUTED WITH COMBINATION PAVING AND TREE PIT (MINIMUM 6' X 12'). 5.STREET TREES TO HAVE ROOT BARRIER INSTALLED ADJACENT TO PAVING. A B C E D F 5' BIKE LANE 24' ROADWAY B 2.5' 2.5'2.5' 27' ROADWAY SECTION 11' ROADWAY 11' ROADWAY 51' RIGHT OF WAY A B D C E A - 30" STD. C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. 31' ROADWAY SECTION 6' UTILITY/ LANDSCAPE STRIP 1' 10' ROADWAY 6' PARKING 55' RIGHT OF WAY A B D C E A - 30" STD. C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. 5' SIDEWALK 6' UTILITY/ LANDSCAPE STRIP 1' 5' SIDEWALK 6' UTILITY/ LANDSCAPE STRIP 1' 5' SIDEWALK 6' UTILITY/ LANDSCAPE STRIP 1' 5' SIDEWALK 2.5'2.5' 2.5'2.5' 27' ROADWAY SECTION 11' ROADWAY 11' ROADWAY 51' RIGHT OF WAY F B D C E A - 30" STD. C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. F - 30" VALLEY C&G 31' ROADWAY SECTION 6' UTILITY/ LANDSCAPE STRIP 1' 55' RIGHT OF WAY CROSS-SECTION E2 RESIDENTIAL/LOCAL STREET WITH SINGLE SIDE ON-STREET PARKING AND RESIDENTIAL DRIVEWAY *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) B D C E 5' SIDEWALK 6' UTILITY/ LANDSCAPE STRIP 1' 5' SIDEWALK 2.5'2.5' 2.5'2.5' 12' DRIVEWAY A F A - 30" STD. C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. F - 30" VALLEY C&G 12' DRIVEWAY A 10' ROADWAY 10' ROADWAY 6' PARKING10' ROADWAY CROSS-SECTION F RESIDENTIAL/LOCAL STREET WITH NO ON-STREET PARKING *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) CROSS-SECTION E RESIDENTIAL/LOCAL STREET WITH SINGLE SIDE ON-STREET PARKING *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) CROSS-SECTION F1 RESIDENTIAL/LOCAL STREET WITH NO ON-STREET PARKING AND RESIDENTIAL DRIVEWAY *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) 31' ROADWAY SECTION 6' UTILITY/ LANDSCAPE STRIP 1' 13' ROADWAY 13' ROADWAY 55' RIGHT OF WAY CROSS-SECTION E1 RESIDENTIAL/LOCAL STREET WITH SINGLE SIDE ON-STREET PARKING AND RESIDENTIAL DRIVEWAY *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) B D C E 5' SIDEWALK 2.5'2.5' F A - 30" STD. C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. F - 30" VALLEY C&G 12' DRIVEWAY A 37' ROADWAY SECTION 6' UTILITY/ LANDSCAPE STRIP 0' 10' ROADWAY 8' PARKING 62.998' RIGHT OF WAY A B D C E A - 30" STD. C&G B - 3.5" C.A.B.C. C - 1.25" S9.5B D - 1.75" I19.0B E - 8" C.A.B.C. 6' UTILITY/ LANDSCAPE STRIP 0' 5' SIDEWALK 2.5' 2.5' 10' ROADWAY CROSS-SECTION E3 RESIDENTIAL/LOCAL STREET WITH DOUBLE SIDE ON-STREET PARKING AND RESIDENTIAL DRIVEWAY *SEE TOHS302 DETAIL (UTILITY STRIP WIDTH DIFFERS) 8' PARKING 5' SIDEWALK SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 1 - C 9 . 0 7 D E T A I L S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 4 : 4 3 : 0 5 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 C9.03 TY P I C A L S E C T I O N S DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 1 - C 9 . 0 7 D E T A I L S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 4 : 4 3 : 1 0 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 ST O R M & W A T E R D E T A I L S C9.04 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 1 - C 9 . 0 7 D E T A I L S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 4 : 4 3 : 1 9 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 RE C L A I M E D W A T E R DE T A I L S C9.05 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 1 - C 9 . 0 7 D E T A I L S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 4 : 4 3 : 3 0 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 SA N I T A R Y S E W E R D E T A I L S C9.06 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 1 - C 9 . 0 7 D E T A I L S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 4 : 4 3 : 3 4 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 N O R T H C A RO LI N A C U R TIS M . B L A Z I E R PR O F E SSIO N A L E NGI N E E R SEAL 033840 NC D E Q N C G O 1 PL A N S H E E T C9.07 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed 7 7 GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. A BELOW GRADE WASHOUT STRUCTURE 1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING 3' - 0 " MI N . & X ' MA X . SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PLAN SECTION B-B HIGH COHESIVE & LOW FILTRATION SOIL BERM 8" 6" 2' HIGH COHESIVE & LOW FILTRATION SOIL BERM1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING B B 3' - 0 " MI N . & X ' MA X . A SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER CONCRETE WASHOUT CONCRETE WASHOUT PLAN CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) SILT FENCE 10 ' M I N 10' MIN HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This general permit as well as the certificate of coverage, after it is received. (b)Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. (c)All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that must be reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (a)Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b)Anticipated bypasses and unanticipated bypasses. (c)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. NCGO1-SELF INSPECTION, RECORDKEEPING & REPORTING NCGO1-DETAIL GROUND STABILIZATION AND HANDLING PLAN PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EFFECTIVE: 04/01/19 EFFECTIVE: 04/01/19 20'289 RB 19 10'290 18' 15'X17.5'X18" 8'X8'X3.5' 286.5 (4")277.5 (30")277 74,649 CF 15'292 RB 20 10'293 18' 20'X7.5'X22.5" 8'X8'X3.5' 290 (4")283.5 (30")283 116,964 CF DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 MGL - METASEQUOIA GLYPTOSTROBOIDES ABU - ACER BUERGERIANUM QLA - QUERCUS LAURIFLOIA CCA - CERCIS CANADENSIS PCH - PISTACIA CHINENSIS AGR - ABELIA X GRANDIFLORA CSA - CAMELLIA SASANQUA GBI - GINKGO BILOBA CBE - CARPINUS BETULUS 'FASTIGIATA' TDI - TAXODIUM DISTICHUM ZSG - ZELKOVA SERRATA 'GREENVASE' QNU - QUERCUS NUTTALLII BND - BETULA NIGRA 'DURA HEAT' CKO - CORNUS KOUSA MST - MAGNOLIA STELLATA IGL - ILEX GLABRA LANDSCAPE KEY: LARGE DECIDUOUS TREES: SMALL DECIDUOUS TREES: SHRUBS: LARGE EVERGREEN TREES: JVI - JUNIPERUS VIRGINIANA ILO - ILEX OPACA QLY - QUERCUS LYRATA FMM - FOTHERGILLA MAJOR HQU - HYDRANGEA QUERCIFOLIA QNI - QUERCUS NIGRA CJY - CRYPTOMERIA JAPONICA CDE - CEDRUS DEODARA LE - LANDSCAPE EASEMENT [TYP] SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 0 O V E R A L L L A N D S C A P E P L A N . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 5 : 0 4 : 2 8 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A LA N D S C A P E G E N E R A L CO N D I T I O N S L0.00 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B PERIMETER LANDSCAPE SCREEN - B-40 100' UNDISTURBED PERIMETER LANDSCAPE SCREEN - C-225 30' TYPE B PERIMETER LANDSCAPE SCREEN - B-225 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT GENERAL LANDSCAPE NOTES: 1.THE CONTRACTOR SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE EXISTING PLANTS, FACILITIES AND STRUCTURES THAT ARE TO REMAIN. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. ADJACENT STREETS AND SIDEWALKS SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST-FREE. 2.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH MUNICIPAL STANDARDS AND SPECIFICATIONS, AND NCDOT, STANDARDS AND SPECIFICATIONS IF APPLICABLE. 3.NO CHANGES TO ANY ASPECT OF APPROVED SITE PLAN, INCLUDING BUT NOT LIMITED TO LANDSCAPING, GRADING, BUILDING ELEVATIONS, LIGHTING, OR UTILITIES SHALL BE MADE WITHOUT THE APPROVAL OF THE GOVERNING MUNICIPALITY. 4.ALL PLANTS PROVIDED BY THE CONTRACTOR SHALL MEET OR SURPASS THE SPECIFICATIONS GIVEN IN THE PLANT TABLE AND CONFORM TO THE AMERICAN STANDARD OF NURSERY STOCK, ANSI Z601-1973 IN REGARD TO SIZING, GROWING AND B&B SPECIFICATIONS. PLANTS SHALL BE FULL AND HEAVY, AND IN HEALTHY CONDITION AT THE TIME OF PLANTING. LANDSCAPE ARCHITECT SHALL REJECT ANY PLANT NOT MEETING THESE GUIDELINES AND REQUIRE REPLACEMENT. 5.ALL PLANTS ARE TO BE FULLY GUARANTEED (INCLUDING LABOR AND MATERIALS) FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM FINAL ACCEPTANCE. 6.[PLANTING SHALL FOLLOW NCDOT STANDARD SPECIFICATIONS AS OUTLINED IN SECTION 1670. PLANTING SEASON IS OCTOBER 15 - MARCH 15, UNLESS OTHERWISE NOTED OR APPROVED BY NCDOT ENGINEER.] ALL PLANTS THAT ARE UNABLE TO BE IMMEDIATELY PLANTED SHALL BE STORED IN A PROTECTED AREA OUT OF DIRECT SUN AND WIND. PLANTS SHALL BE EVENLY AND CONSISTENTLY WATERED, AS NEEDED, TO PREVENT DRYING OF ROOTS. ROOT BALLS OF B&B STOCK SHALL BE COVERED WITH AT LEAST 4 INCHES OF HARDWOOD MULCH TO MAINTAIN MOISTURE IN ROOTS. 7.THE CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES SHOWN ON PLANS AND CLARIFY ANY DISCREPANCIES WITH LANDSCAPE ARCHITECT PRIOR TO PURCHASING PLANTS. CONTRACTOR SHALL TAG ALL TREES (AS DESIGNATED IN THE MASTER PLANT LIST) AT THE NURSERY FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO PURCHASING PLANTS. 8.LANDSCAPE ARCHITECT SHALL BE NOTIFIED IN WRITING OF ANY PROPOSED PLANT SUBSTITUTIONS BY THE CONTRACTOR. NO SUBSTITUTIONS SHALL BE MADE UNDER ANY CIRCUMSTANCES WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 9.ALL PLANTS AND PLANTING BEDS ARE TO BE LOCATED BY SCALED DIMENSIONS FROM BUILDINGS, CURBS, PAVEMENTS, ETC. SPECIFIC ATTENTION SHALL BE GIVEN TO ENSURE THAT PLANTS INDIVIDUALLY SHOWN ON THE PLAN ARE ACCURATELY LOCATED. LOCATION OF ALL PLANTS SHALL BE REVIEWED IN THE FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE FOR REVIEW. 10.A PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL NEW PLANTING BEDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ALLOWED TO DISSIPATE PRIOR TO INSTALLATION OF ANY PLANT MATERIAL. 11.ALL LANDSCAPE AREAS ARE TO BE GRADED FOR POSITIVE DRAINAGE AND TO ENSURE NO STANDING WATER. SEE GRADING PLAN FOR SPECIFIC GRADING INFORMATION. 12.ESTABLISH AND MAINTAIN TOP OF GRADE BELOW ADJACENT CURBS, WALKWAYS AND OTHER HARDSCAPE AREAS TO ALLOW FOR INSTALLATION OF MULCH. 13.ALL PLANTING BEDS ARE TO BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 3 INCHES. MULCH SHALL BE DARK BROWN, DESIGNER-GRADE, DOUBLE-SHREDDED HARDWOOD. NO PINE STRAW IS PERMITTED. CONTRACTOR TO SUBMIT A SAMPLE FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND DELIVERY TO PROJECT SITE. 14.FINISH OFF 2-4' CLEAR ZONE AROUND TREES WITH A 3" LAYER OF MULCH, BUT DO NOT PLACE UP AGAINST OR MOUND AROUND THE ROOT FLARE. 15.MIXED GROUNDCOVER AND PLANTS SPECIFIED FOR MASS PLANTINGS SHALL BE PLANTED IN GROUPS OF 3-7 AND LOCATED AS REQUIRED TO PROVIDE A GENERAL MIXING OF SPECIES. DO NOT PLANT IN ROWS OR REPETITIVE PATTERNS UNLESS OTHERWISE DIRECTED. 16.ALL TREES ADJACENT TO PEDESTRIAN WALKWAYS AND IN SIGHT TRIANGLES SHALL BE UNDER-TRIMMED SUFFICIENTLY TO ALLOW CLEAR SIGHT AND PEDESTRIAN ACCESS UP TO 6 FEET ABOVE SIDEWALK ELEVATION. ALL PRUNING SHALL BE PERFORMED BY A CERTIFIED ARBORIST, AND ADHERE TO THE ANSI A300 PRUNING STANDARD. PRUNING CUTS ARE TO BE DELIBERATE AND TARGETED ONLY TO THE NECESSARY BRANCHES IN ORDER TO SATISFY SIGHT AND CLEARANCE REQUIREMENTS WHILE MAINTAINING THE INTEGRITY OF THE TREES. 17.CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO WATERING, MULCHING, SPRAYING, FERTILIZING, ETC.) OF THE PLANTING AREAS UNTIL FINAL ACCEPTANCE. 18.ANY PLANT WHICH DIES, TURNS BROWN OR DEFOLIATES PRIOR TO FINAL ACCEPTANCE OF THE WORK SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, IN ACCORDANCE WITH THE APPROPRIATE PLANTING SEASON, QUANTITY AND SIZE TO MEET PLAN SPECIFICATIONS. 19.UTILITIES SHOWN ON THE LANDSCAPE DRAWINGS ARE FOR REFERENCE ONLY. SEE UTILITY DRAWINGS FOR EXISTING AND PROPOSED UTILITY LOCATIONS. THE CONTRACTOR MUST LOCATE AND VERIFY ALL SUCH INFORMATION, INCLUDING INFORMATION NOT SHOWN ON THE PLANS, BY CONTACTING THE INDIVIDUAL UTILITY COMPANY & INVESTIGATING THE SITE TO DETERMINE THE EXACT LOCATION OF UTILITY LINES AND STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, AND TO THE SATISFACTION OF THE PROJECT OWNER AND THE UTILITY OWNER, DAMAGE TO ANY UTILITY CAUSED BY HIS WORK. HE SHALL IMMEDIATELY NOTIFY THE OWNER AND THE UTILITY OWNER OF ANY DAMAGE TO ANY UTILITY BY HIS OPERATION. 20.THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). 21.ALL ABOVE-GROUND HVAC EQUIPMENT AND UTILITY DEVICES (TO INCLUDE, BUT NOT LIMITED TO TELEPHONE AND CABLE PEDESTALS; ELECTRICAL TRANSFORMERS; BACKFLOW-DEVICE HOTBOX; ETC) SHALL BE SCREENED FROM OFF-SITE VIEW BY EVERGREEN SHRUBS, FENCE, OR WALL. TREE PROTECTION NOTES: 1.ALL TREES THAT ARE TO REMAIN, WITHIN OR DIRECTLY ADJACENT TO THE LIMITS OF WORK, MUST BE PROTECTED WITH 6' TALL CHAIN LINK FENCE TO THE EXTENT OF THE TREE BOX OR THE DRIP LINE IN A PLANTING STRIP. THE DRIP LINE IS DEFINED AS THE GROUND AREA UNDER THE CANOPY OF THE TREE. FENCING IS TO BE INSTALLED PRIOR TO CONSTRUCTION, MAINTAINED THROUGHOUT, AND REMOVED ONLY AT THE END OF THE PROJECT. 2.NONE OF THE FOLLOWING SHALL OCCUR WITHIN THE ROOT ZONE OF A TREE WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST: ALTERATION OR DISTURBANCE TO EXISTING GRADE; STAGING OR STORAGE OF CONSTRUCTION MATERIALS, EQUIPMENT, SOIL OR DEBRIS; TRENCHING; OR DISPOSAL OF ANY LIQUIDS. 3.NO HEAVY EQUIPMENT SHALL BE USED WITHIN THE DRIP LINE OF AN EXISTING TREE. 4.APPROVED EXCAVATIONS WITHIN THE DRIP LINE SHALL PROCEED WITH CARE BY USE OF HAND TOOLS OR EQUIPMENT THAT WILL NOT CAUSE INJURY TO TREE TRUNKS, BRANCHES AND ROOTS. 5.NO ROOTS GREATER THAN 2 INCHES IN DIAMETER SHALL BE CUT WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST. EXPOSED ROOTS 2 INCHES AND LARGER IN DIAMETER SHALL BE WRAPPED IN BURLAP OR OTHER APPROVED MATERIAL AND KEPT MOIST AT ALL TIMES. 6.IF THERE ARE ANY TREE CONFLICTS ON THIS JOB SITE, PERMIT HOLDER MUST SUSPEND ALL WORK THAT CONTRIBUTES TO THE CONFLICT AND IMMEDIATELY CONTACT LANDSCAPE ARCHITECT OR PROJECT ARBORIST FOR DIRECTION AND CLEARANCE TO CONTINUE THE CONFLICTING WORK. 7.TREES THAT ARE PROTECTED SHALL BE THOROUGHLY WATERED AS REQUIRED TO KEEP ROOT BALLS FROM DRYING OUT, ESPECIALLY BETWEEN APRIL THROUGH SEPTEMBER. PREPARATION FOR PLANTED AREAS (ORNAMENTAL PLANT BEDS): 1.PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE FERTILIZER AND LIME NEEDS. 2.RIP AND LOOSEN SUBGRADE OF PLANTED AREAS TO A MINIMUM OF DEPTH OF 18". REMOVE STONES AND ANY OTHER DEBRIS OVER 1 1 2" IN ANY DIMENSION. LIMIT PREPARATION TO AREAS WHICH WILL BE PLANTED PROMPTLY AFTER PREPARATION. -INCORPORATE 6 INCHES OF 50 50 BLENDED SOIL INTO THE AREAS TO BE PLANTED. PLACE 1 2 " DEPTH OF 50 50 SOIL OVER THE AREA AND WORK IT INTO THE TOP OF THE LOOSENED SUBGRADE TO CREATE A TRANSITION LAYER AND THEN PLACE ANOTHER 1 2 " DEPTH OF 50/50 SOIL. 3.SPREAD AMENDMENTS BASED ON SOIL SAMPLE RESULTS INCLUDING SLOW RELEASE NITROGEN AND TRIPLE SUPERPHOSPHATE FERTILIZER, LIME, AND ORGANIC MATTER. 4.IN HEAVY CLAY SOILS WITH LOW CEC PROVIDE HUMIIC ACID OR A COMPARABLE PRODUCT TO INCREASE CATION EXCHANGE CAPACITY OF THE SOIL. 5.IN HEAVY CLAY SOILS ADD 1 INCH OF STALITE AND INCORPORATE INTO THE TOP 4 INCHES OF SOIL. 6.GRADE AREAS TO A SMOOTH AND EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS, AS REQUIRED. LIMIT FINE GRADING TO AREAS THAT CAN BE PLANTED IMMEDIATELY. LIMIT FOOT TRAFFIC. PREPARATION FOR INSTALLATION OF LAWNS: 1.PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE FERTILIZER AND LIME NEEDS. 2.RIP AND LOOSEN SUBGRADE OF LAWN AREAS TO A MINIMUM OF DEPTH OF 6". REMOVE STONES AND ANY OTHER DEBRIS OVER 1 1 2" IN ANY DIMENSION. LIMIT PREPARATION TO AREAS WHICH WILL BE PLANTED PROMPTLY AFTER PREPARATION. 3.PLACE 1 2 " DEPTH OF SCREENED TOP SOIL OVER THE LAWN AREA AND WORK IT INTO THE TOP OF THE LOOSENED SUBGRADE TO CREATE A TRANSITION LAYER AND THEN PLACE ANOTHER 1 2 " DEPTH OF SCREENED TOP SOIL. 4.SPREAD AMENDMENTS BASED ON SOIL SAMPLE RESULTS INCLUDING FERTILIZER, LIME, AND ORGANIC MATTER. 5.IN HEAVY CLAY SOILS WITH LOW CEC PROVIDE HUMIC ACID OR A COMPARABLE PRODUCT TO INCREASE CATION EXCHANGE CAPACITY OF THE SOIL. 6.ALLOW FOR SOD THICKNESS WHEN FINE GRADING. 7.GRADE LAWN AREAS TO A SMOOTH AND EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. ROLL, RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS, AS REQUIRED. LIMIT FINE GRADING TO AREAS THAT CAN BE PLANTED IMMEDIATELY. LIMIT FOOT TRAFFIC. 8.MOISTEN PREPARED LAWN AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING LAWNS. AVOID CREATING MUDDY CONDITIONS. 9.INSTALL FRESH CUT 'TIFTUF' BERMUDA SOD IN LAWN AREAS SPECIFIED IN THE LANDSCAPE PLAN TO BE SODDED. 10.SOD TO BE INSTALLED IN STRAIGHT LINES WITH SHOVED JOINTS BETWEEN EACH PIECE. GAPS SHALL BE 1 2" OR LESS. 11.SOD ON SLOPE TO BE INSTALLED PERPENDICULAR TO THE SLOPE. 12.WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. 13.WATER NEWLY SODDED AREAS AND KEEP MOIST UNTIL NEW GRASS IS ESTABLISHED SEEDING NEW LAWN AREAS AND DAMAGED EXISTING LAWNS: 14.PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE FERTILIZER AND LIME NEEDS. 15.RAKE SEED LIGHTLY INTO TOP 1 8 " OF SOIL, ROLL LIGHTLY AND WATER WITH FINE SPRAY. 16.PROTECT SEEDED AREAS BY LIGHTLY SPREADING WHEAT STRAW MULCH, SPREAD BY HAND, BLOWER OR OTHER SUITABLE EQUIPMENT TO FORM A CONTINUOUS BLANKET IN LOOSE THICKNESS OVER SEEDED AREAS. 17.ANCHOR STRAW MULCH BY CRIMPING INTO SOIL WITH SUITABLE MECHANICAL EQUIPMENT. 18.ANCHOR STRAW MULCH WITH NETTING FOR SLOPES. 19.WATER SEED THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. 20.WATER NEWLY SEEDED AREAS AND KEEP MOIST UNTIL NEW GRASS IS ESTABLISHED. GENERAL MAINTENANCE OF LANDSCAPING AND SITE: 21.THE PROPERTY OWNER, INCLUDING SUBSEQUENT OR SUCCESSOR OWNER, AND THEIR AUTHORIZED AGENTS ARE JOINTLY AND SEVERALLY RESPONSIBLE FOR MAINTENANCE OF LANDSCAPING ON THE PROPERTY ON A CONTINUING BASIDS FOR THE LIFE OF THE DEVELOPMENT. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. 22.LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER MATERIALS OR PLANTS NOT A PART OF THE LANDSCAPING. 23.REQUIRED LANDSCAPING SHALL BE MAINTAINED IN PERPETUITY. AFTER INITIAL INSTALLATION, THE OWNER OF THE PROPERTY UPON WHICH THE LANDSCAPING IS INSTALLED SHALL MAINTAIN ALL REQUIRED PLANTINGS IN A HEALTHY, VIGOROUS AND ATTRACTIVE STATE. 24.ALL REQUIRED PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON. PLANT MATERIALS WHICH EXHIBIT EVIDENCE OF INSECT PESTS, DISEASE AND/OR DAMAGE SHALL BE APPROPRIATELY TREATED. DEAD PLANTS SHALL BE PROMPTLY REMOVED AND REPLACED WITHIN THE NEXT PLANTING SEASON AFTER REMOVAL. IF REPLACEMENT IS NECESSARY, ALL PLANTS AND OTHER NON-LIVING LANDSCAPE MATERIALS SHALL BE EQUAL IN SIZE, DENSITY AND APPEARANCE AS ORIGINALLY REQUIRED AT THE TIME OF THE APPROVAL OF THE DEVELOPMENT PERMIT. TOWN OF HOLLY SPRINGS LANDSCAPE NOTES 1.ALL STREET TREES SHALL BE LOCATED A MINIMUM OF 25' FROM THE BASE OF ALL STREET LIGHT POLES. 2.TREES SHALL BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY, FRESHLY DUG NORMALLY SHAPED, HEAVY AND WELL BRANCHED; WITH FULL FOLIAGE WHEN IN LEAF AND SHALL HAVE HEALTHY, WELL DEVELOPED SYSTEMS. TREES MUST BE SELF SUPPORTING, WITH STRAIGHT TRUNKS AND WITH LEADERS INTACT. ALL WOUNDS PRESENT AT THE TIME OF DIGGING MUST EXHIBIT CALLUSING, WITH THE BARK AT THE EDGES OF ANY SUCH WOUND TIGHT AND INTACT. NO ABRASIONS OR UNHEALED CUTS ARE ALLOWED ON THE TRUNKS OF TREES. ALL TREES FURNISHED SHALL BE FREE OF ANY INSECT INFESTATIONS. 3.ALL TREES PLANTED TO MEET THE STREET TREE REQUIREMENT MUST BE WELL MATCHED SPECIMENS. THE DEVELOPER SHALL PROVIDE WRITTEN CERTIFICATION THAT THE PLANT MATERIAL MEETS THIS QUALITY REQUIREMENT AT THE TIME OF INSTALLATION. 4.IN ORDER TO MAINTAIN A HIGH QUALITY OF URBAN STREETSCAPE, EACH RESIDENTIAL STREET MUST CONTAIN A LEAST (2) SPECIES OF TREES WITH A SIMILAR CANOPY. NO MORE THAN 50% OF A SINGLE SPECIES SHALL BE USED ON EACH STREET. 5.CENTERED IN THE PUBLIC RIGHT-OF-WAY WITHIN THE UTILITY STRIP BETWEEN THE SIDEWALK AND CURB OR CENTERED BETWEEN RIGHT-OF-WAY LINE AND CURB IF NO SIDEWALK IS PRESENT. 6.WHERE NOTE #5 IS DEEMED NOT FEASIBLE AND PRACTICAL; THE DIRECTOR SHALL HAVE THE AUTHORITY TO MODIFY AND APPROVE ACCEPTABLE ALTERNATIVES TO STREET TREE REQUIREMENTS. 7.STREET TREES MUST BE INSTALLED PRIOR TO THE CERTIFICATE OF UDO COMPLIANCE FOR THE DWELLING ON THE LOT WHERE THE TREE IS LOCATED. 8.AT THE TIME OF INSTALLATION THE NURSERY TAGS MUST REMAIN ON THE STREET TREES AND WRITTEN STATEMENT MUST BE SUBMITTED TO THE DEPARTMENT OF PLANNING & ZONING TO CERTIFY THE CORRECT SPECIES OF TREES HAVE BEEN INSTALLED. 9.ALL REPLACEMENT AND MAINTENANCE SHALL BE IN ACCORDANCE WITH TOWN POLICY STATEMENT #P-039. 10.NO SPECIES OF PLANT WITHIN ITS GIVEN CATEGORY SHALL EXCEED 25% OF THE TOTAL QUANTITY OF PLANTS WITHIN THAT CATEGORY. 11.FOR ALL LANDSCAPE SCREENING EXISTING VEGETATION CAN BE USED TO SATISFY THE PUV REQUIREMENT. 12.TREE SURVEYS WILL BE PROVIDED AT TIME OF PRELIMINARY PLAN OR DEVELOPMENT PLAN TO CONFIRM REQUIRED PUV HAS BEEN ACHIEVED WITH EXISTING VEGETATION. 13.FINAL DESIGN OF THE PERMIT YARDS SHALL USE THE DETAIL BUT THAT MODIFICATIONS CAN BE MADE TO ACCOMMODATE SITE FEATURES AS NECESSARY. 14.STREET TREES ARE REQUIRED AT DEVELOPMENT PLAN OR PRELIMINARY SUBDIVISION PLAN REVIEW 15.STREET TREE SPECIES SHALL ADHERE TO THE RECOMMENDATION OF THE TOWN OF HOLLY SPRINGS PROFFERED MATERIALS LIST 12.01. 16.STREET TREE LOCATIONS SHALL BE SHOWN WITH APPROVED LIGHTING FIXTURE LOCATIONS SHALL BE POSITIONED AS TO NOT INTERFERE WITH ANY LIGHTING FIXTURES OR ANY SITE DISTANCE TRIANGLES. 17.SITE DISTANCE: ANY STREET TREE THAT FALLS WITHIN A SIGHT DISTANCE TRIANGLE MUST BE INSTALLED AS A SINGLE STEM TREE. STREET TREE MUST BE LIMBED UP TO CREATE A CLEAR ZONE BENEATH THE CANOPY FROM THE FINISHED GRADE TO A HEIGHT OF 8 FEET. 18. CONTRACTOR TO FIELD ADJUST TREES SUCH THAT CONFLICTS WITH UTILITIES ARE MINIMIZED TO THE FULLEST EXTENT POSSIBLE. 19.ALL PREVIOUS CONDITIONS OF CAROLINA SPRINGS PLANNED UNIT DEVELOPMENT SHALL APPLY TO THIS AMENDMENT EXCEPT FOR ANY CONDITIONS THAT DESCRIBES FEE OR FEE-IN-LIEU TO BE PAID SHALL NOW COMPLY WITH THE CURRENT AMOUNTS DUE PURSUANT TO THE TOWN'S CURRENT ANNUAL BUDGET OR ANY UNEXPIRED DEVELOPMENT AGREEMENT. FRONT, SIDE & REAR YARDS AND FRONT, SIDE & REAR BUFFERYARDS: 1.ALL REQUIRED YARDS AND BUFFERYARDS SHALL BE LANDSCAPED IN COMPLIANCE WITH THE REQUIREMENTS IN TABLE 7.01 C - TYPE AND PLANT UNIT VALUE OF REQUIRED LANDSCAPING. 2.ALONG THOROUGHFARES, TREES SHALL BE PLANTED SO AS TO CREATE THE VISUAL APPEARANCE OF STREET TREES AS FOLLOWS: 2.1.DECIDUOUS TREES AS SPECIFIED IN SECTION 12.01 - PREFERRED LANDSCAPE MATERIALS OF THE TOWN OF HOLLY SPRINGS 'DEVELOPMENT PROCEDURES MANUAL', OR AS FURTHER SPECIFIED IN THE TOWN OF HOLLY SPRINGS COMPREHENSIVE PLAN THOROUGHFARE PLANTING PLAN. 2.2.WHERE EXISTING OHE UTILITIES INTERFERE WITH PART OF THE LANDSCAPE AREA, THE LARGE TREE REQUIREMENT MAY BE SUBSTITUTED BY INSTALLING SMALL DECIDUOUS TREES. 3.REQUIREMENTS: LARGE DECIDUOUS TREES = 2" CAL. (40' O.C. ON AVERAGE) SMALL DECIDUOUS TREE = 1" CAL. (30' O.C. ON AVERAGE) 4.ALL TREES SHALL BE LOCATED A MINIMUM OF 50' FROM THE POINT OF TANGENCY OF CURB RADII AT STREET INTERSECTIONS AND OUTSIDE OF SITE DISTANCE TRIANGLES IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS ' ENGINEERING DESIGN & CONSTRUCTION STANDARDS', 5.ALL TREES SHALL BE LOCATED 25' FROM THE BASE OF ALL LIGHT POLES. 6.ALL TREES SHALL BE LOCATED WITHIN 5' OF THE RIGHT-OF-WAY LINE ON THE PRIVATE PROPERTY SIDE.. 7.AT THE TIME OF INSTALLATION, THE NURSERY TAGS MUST REMAIN ON THE TREES AND A WRITTEN STATEMENT MUST BE SUBMITTED TO THE DEPARTMENT OF PLANNING & ZONING TO CERTIFY THAT THE CORRECT SPECIES OF TREE(S) HAS BEEN INSTALLED. 8.TREES SHALL BE INSTALLED WITH ROOT GUARDS IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS 'ENGINEERING DESIGN & CONSTRUCTION STANDARDS'. DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 PLAY LAWN LANDSCAPE EASEMENT >> > > > > > > > > >> > > > > > > > > N-1 N-2 N-3 N-4 N-5 N-6 N-7 N-8 N-9 N-10 N-11 N-12 N-13 N-14 N-15 N-16 N-17 N-18 N-19 N-20 N-21 N-22 N-23 N-24 N-25 N-26 N-27 N-28 N-29 N-30 N-31 N-32 N-33 N-34 N-35 N-36 N-37 N-38 N-39 N-40 N-41 N-42 N-43 E-30 S-69 S-70 S-71 W-2 W-3 W-4 W-5 W-6 W-7 W-8 W-9 W-10 W-11 W-12 W-13 W-14 W-15 W-16 W-17 W-18 W-19 E-45 E-46 W-21 W-22 W-23 W- 1 W-20 W-24 E-31 E-32 E-33 E-34 E-35 E-36 E-37 E-38 E-39 E-47 E-48 E-49 E-50 E-51 E-52 E-53 E-54 E-55 E-56S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-1 1 S- 1 2 S - 1 3 S - 1 4 S - 1 5 S - 1 6 S - 1 7 S - 1 8 S - 1 9 S - 2 0 S - 2 1 S - 2 2 S - 2 3 S - 2 4 S - 2 5 S - 2 6 S- 2 7 S-2 8 S-29 S-30 S-31 S-32 S-33 S-3 4 S-3 5 S-3 6 S-3 7 S-38 S-39 S-40 S-41 S-42 S-43 S-44 S-45 S-46 S-47 S- 4 8 S-49 S-50 S-51 S- 5 2 S-53 S-54 S-55 S-56 S-57 US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W HH TRINITY APEX INVESTMENTS LLC DB 12651 PG 1128 PIN: 0730852539 DELORES HORTON DB 8201 PG 2115 PIN: 0730652261 MATTIE HARRIS HEIRS DB 9105 PG 2362 & 16-E-2429 PIN: 0730644708 MARY HARRIS DB 2260 PG 670 & 99-E-2225 PIN: 0730545847 SONYA LEE WILSON DB 2260 PG 649 PIN: 0730457251 SAMUEL O'NEAL HARRIS DB 2764 PG 11 PIN: 0730552477 KEMP HARRIS & SHARON REEVES DB 2260 PG 670, 07-E-1184 & 07-E-1185 PIN: 0730555717 BETTY SNEED JOHN & DORA BURRELL DB 16690 PG 99 & 17-E-2471 PIN: 0730466163 30054321.67RCP24 INV 30057316.63RCP24 INV 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H CBU & VISIT O R P A R K I N G C B U & V I S I T O R P A R K I N G 6 8 16 8 10 2 CBU CB U X X X X X X X X R W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRR R R R G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R W W WR R R R R R R R R R R R R R W W W R R W W W W W W W W W W R W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W R R R R R R R R R R R R R R RRRRR R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W R N-1 N-2 N-3 N-4 N-5 N-6 N-7 N-8 N-9 N-10 N-11 N-12 N-13 N-14 N-15 N-16 N-17 N-18 N-19 N-20 N-21 N-22 N-23 N-24 N-25 N-26 N-27 N-28 N-29 N-30 N-31 N-32 N-33 N-34 N-35 N-36 N-37 N-38 N-39 N-40 N-41 N-42 N-43 E-30 S-69 S-70 S-71 W-2 W-3 W-4 W-5 W-6 W-7 W-8 W-9 W-10 W-11 W-12 W-13 W-14 W-15 W-16 W-17 W-18 W-19 E-45 E-46 W-21 W-22 W-23 W- 1 W-20 W-24 E-31 E-32 E-33 E-34 E-35 E-36 E-37 E-38 E-39 E-47 E-48 E-49 E-50 E-51 E-52 E-53 E-54 E-55 E-56S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-1 1 S- 1 2 S - 1 3 S - 1 4 S - 1 5 S - 1 6 S - 1 7 S - 1 8 S - 1 9 S - 2 0 S - 2 1 S - 2 2 S - 2 3 S - 2 4 S - 2 5 S - 2 6 S- 2 7 S-2 8 S-29 S-30 S-31 S-32 S-33 S-3 4 S-3 5 S-3 6 S-3 7 S-38 S-39 S-40 S-41 S-42 S-43 S-44 S-45 S-46 S-47 S- 4 8 S-49 S-50 S-51 S- 5 2 S-53 S-54 S-55 S-56 S-57 TOP OF BANK SCM #10 SCM #12 SCM #13 SCM #11 SCM #15 EXISTING POND 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN FLOODWAY 8" PVC FM AND 6" C900 PVC RWM TO BE INSTALLED WITH E51 PROJECT 16" DIP WATER MAIN TO BE INSTALLED WITH E51 PROJECT WO O D S C R E E K R O A D PR O P O S E D 8 8 ' P U B L I C R / W SR 1 1 5 4 8' W I D E A S P H A L T GR E E N W A Y T R A I L 20 ' P R I V A T E G R E E N W A Y EA S E M E N T ( T Y P ) EX I S T I N G 1 0 0 Y E A R FE M A F L O O D P L A I N TP A ( T Y P ) 30 ' H O L L Y S P R I N G S C A P E FE A R B U F F E R FL O O D W A Y EX I S T I N G 1 0 0 Y E A R F E M A FL O O D P L A I N 6" R W M T O B E I N S T A L L E D WI T H E 5 1 P R O J E C T 20 - 0 9 - P S S 16 " D I P W A T E R M A I N T O B E I N S T A L L E D WI T H E 5 1 P R O J E C T TOP O F B A N K TOP O F B A N K 11' 6' LE 8' SIDE SETBACK8' SIDE SETBACK 11'6' 24' SCM #14 SEE CROSS SECTION F ON C9.03 RETA I N I N G W A L L SCM #15 SCM #14 SCM #13 SCM #10 POND SCM #12 SCM #11 SCM #15 SCM #14 SCM #13 SCM #10 POND SCM #12 SCM #11 STREET D STREET D CAROLINA SPRINGS BLVD ST R E E T H CAROLINA SPRINGS BLVDWO O D F I E L D D E A D E N D R D WO O D F I E L D D E A D E N D R D S T R E E T E S T R E E T E STREET F STREET J ALLEY 12 STREET K S T R E E T N STREET T STRE E T P ST R E E T Q STR E E T S STREET F S T R E E T C STR E E T G ALL E Y 4 AL L E Y 8 AL L E Y 9 AL L E Y 9 AL L E Y 5 ST R E E T L ALLEY 1 ALLEY 1 ALLEY 3 ALL E Y 6 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 0 O V E R A L L L A N D S C A P E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 3 6 : 4 7 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C HITECT D A N I EL B . W H A T LEY NO R T H C A R O L I N A 1 inch = 200 ft. 200 GRAPHIC SCALE 0 100 200 400 OV E R A L L L A N D S C A P E PL A N L1.00 LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 100' UNDISTURBED LANDSCAPE SCREEN - C-225 30' TYPE B LANDSCAPE SCREEN - B-225 * SITE DISTANCE: ANY STREET TREE THAT FALLS WITHIN A SIGHT DISTANCE TRIANGLE MUST BE INSTALLED AS A SINGLE STEM TREE. STREET TREE MUST BE LIMBED UP TO CREATE A CLEAR ZONE BENEATH THE CANOPY FROM THE FINISHED GRADE TO A HEIGHT OF 8 FEET. ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT LE - LANDSCAPE EASEMENT [TYP] * CONTRACTOR TO FIELD ADJUST TREES SUCH THAT CONFLICTS WITH UTILITIES ARE MINIMIZED TO THE FULLEST EXTENT POSSIBLE. SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 0 O V E R A L L L A N D S C A P E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 3 6 : 4 7 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C HITECT D A N I EL B . W H A T LEY NO R T H C A R O L I N A DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 W O O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y 30277260.77CMP INV 10'W 7.2'H 461 462 463 464 439 438 437 440 460459458457456455 454 453 452 441442443444445 446 447 448 449 447 448 449 461 462 463 464 439 438 437440 460459458457456455454 453 452 441442443444445446 451 450 450 451 W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS S S SS SS SS SS SS SS SSSS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS TOP OF BANK 50' GASLINE EASEMENT DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 SCM #10 20' PDE STREE T K (51' P U B L I C R / W ) TPA (TYP) 30' PERIMETER BUFFER (TYP.) RETAINING WALL #1 W/ SAFETY FENCE AND 10' WALL EASEMENT 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING STREAM TOP OF BANK (TYP.) EXISTING STREAM TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 50' T H O R O U G H F A R E B U F F E R Y A R D TY P E A - 5 0 RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE 8" PVC FM AND 6" C900 PVC RWM TO BE INSTALLED WITH E51 PROJECT 16" DIP WATER MAIN TO BE INSTALLED WITH E51 PROJECT W O O D S C R E E K R O A D PR O P O S E D 8 8 ' P U B L I C R / W SR 1 1 5 4 STREET K AL L E Y 9 (2 5 ' A C C E S S EA S E M E N T ) AL L E Y 9 (2 5 ' A C C E S S EA S E M E N T ) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 30' PUBLIC GREENWAY EASEMENT (TYP) APPROX. LOCATION OF EXISTING GAS LINE TOP OF BANK PH2 - SECTION PH 7 PH2 - SECTION PH 6 PH2 - SECTION PH 7 PH2 - SECTION PH 6 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) EXISTING UTILITY EASEMENT (TYP) RETAINING WALL #21 W/ SAFETY FENCE 3-QLA4-QNU3-QLA 6-MGL 3-QLA4-QNU5-QLA 30' LANDSCAPE SCREEN TYPE B-225 7-JVI 3-BND 2-QLY 4-ILO 3-QLY 3-ILO 7-JVI 3-BND 3-BND 6-JVI 3-ILO 2-QLY 38-QLY 39-BND 38-JVI 31-CJY 73-ILO 63-CDE 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 1 - L 1 . 6 L A N D S C A P E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 0 7 : 1 0 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A SEE SHEET L1.2 FOR CONTINUATION SE E S H E E T L 1 . 4 F O R C O N T I N U A T I O N ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 100' UNDISTURBED LANDSCAPE SCREEN - C-225 30' TYPE B LANDSCAPE SCREEN - B-225 LE - LANDSCAPE EASEMENT [TYP] LA N D S C A P E P L A N L1.01 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 541 519 478 493 492 494 495 501 507 510 508 509 511 504 505 503 506 512 513 514 515 516 517 518 525 520 521 522 523 524 527 526 529 530531533 534 535 536 537 538 539 540 545 542 543 544 547 546 548 491 490 489 488 487 470 471 472 473 474 475 476 477 483 479 480 481 482 485 484 486 499 498 500 502 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 532 465 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533 534 535 536 537 538 539 540 545 542 543 544 547 546 548 506 541 519 478 493 492494495 501 507 510 508 509 511 504 499 498 500 502 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 532 465 491 490 489 488 487 470 471 472 473 474 475 476 477 483 479 480 481 482 485 484 486 505 503 3144 497 497 496 496 W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G R R R R R R R R R R R R R W W W W W R R R R R R R R R R R R R R R R R R W R W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS EXISTING WETLANDS EXISTING WETLANDS 50' GASLINE EASEMENT DIXIE PIPELINE COMPANY DB 2758 PG 643 SCM #13 SCM #11 ALLEY 12 (PR I V A T E ) STREET J (55' PUBLIC R / W ) STREET F (55' PUBLIC R / W ) AL L E Y 8 STREET F (55' PUBLIC R/W) S T R E E T E ( 5 1 ' P U B L I C R / W ) S T R E E T E ( 5 1 ' P U B L I C R / W ) TPA (TYP) BOC R25' R/W R25' EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER EXISTING STREAM TOP OF BANK (TYP.) EXISTING STREAM TOP OF BANK (TYP.) 30' HOLLY SPRINGS CAPE FEAR BUFFER 50' DIXIE PIPELINE COMPANY DB 2758 PG 643 RETAINING WALL #3 W/ SAFETY FENCERETAINING WALL #2 W/ SAFETY FENCE RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN STREET F (51' PUBLIC ROW) ST R E E T G (5 5 ' P U B L I C R O W ) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 20' PRIVATE GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 10' ASPHALT GREENWAY 30' PUBLIC GREENWAY EASEMENT (TYP) APPROX. LOCATION OF EXISTING GAS LINE CULVERT HEADWALLS W/ 5' EASEMENT PH2 - SECTION PH 8 PH2 - SECTION PH 7 PH2 - SECTION PH 7 PH2 - SECTION PH 6 PH2 - SECTION PH 7 PH2 - SECTION PH 6 15' PRIVATE GREENWAY TRAIL EASEMENT (TYP) CULVERT HEADWALL W/ 30' EASEMENT RETAINING WALL #18 W/ SAFETY FENCE RETAINING WALL #19 W/ SAFETY FENCE RETAINING WALL #20 W/ SAFETY FENCE LE (TYP) 3-TDI2-ZSG 2-TDI 3-MGL 2-TDI 3-ZSG 2-ZSG 2-TDI2-MGL 4-TDI 3-TDI 2-ZSG 2-TDI 2-MGL 3-TDI 2-ZSG 3-TDI 1-ZSG1-TDI 2-MGL 2-QNU 2-QNU 3-GBI 2-TDI 2-QLA 3-GBI 2-TDI 3-QLA 2-GBI 3-GBI 1-TDI 2-QLA 3-GBI 1-TDI 3-QLA 3-GBI 2-MGL 3-QNU 4-MGL 5-QNU 3-MGL 3-QNU 4-MGL 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 1 - L 1 . 6 L A N D S C A P E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 0 7 : 2 4 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A SE E S H E E T L 1 . 4 F O R C O N T I N U A T I O N SEE SHEET L1.1 FOR CONTINUATION SEE SHEET L1.3 FOR CONTINUATION ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 100' UNDISTURBED LANDSCAPE SCREEN - C-225 30' TYPE B LANDSCAPE SCREEN - B-225 LE - LANDSCAPE EASEMENT [TYP] LA N D S C A P E P L A N L1.02 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 638 716 715 714 713 712 642 659 639 637 636 589 590 591 592 597 593 595 596 598 600 601 602 607 603 605 606 608 610 611 612 613 662 632 635 663 631 646 643 641 644 709 708 707 706 711 700 705 703 702 701 699 697 696 695 694 690 689 693 691 688 686 685 684 683 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 651 653 654 655 656 660 661 630 629 633 682 687 692 698 704 710 657 658 634 652 640 594 604 599 609 588 617 625 668 676 618 626 669 619 627 670 620 628 671 621 664 672 614 622 665 673 615 623 666 674 616 624 667 675 677 681 680 679 569 627 670 620 628 671 621 664 672 614 622 665 673 615623 666 674 616624 667 675 677 681 680 679 569 638 716 715 714 713 712 651 653 654 655 656 660 661 630 629633 682 687692 698704 710 657 658 634 652 640 594 604 599 609 588 617 625 668 676 618 626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 696 695 694 690 689693691 688 686 685 684 683 642 659 639 637 636 589 590 591 592 597 593 595 596 598 600 601 602 607603605606 608 610 611 612 613 662 632 635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 678 678 W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X R R R R R R R W W W W W W R R R R R R R R R R R W W W W W W W R R R W W W SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS S S SS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER SCM #12 SCM #13 ST R E E T H (6 3 ' P U B L I C R / W ) S T R E E T E ( 5 1 ' P U B L I C R / W ) CAROLINA SPRINGS BLVD.( VAR. PUBLIC R/W) STREET D (51' PUBLIC R/W) S T R E E T E ( 5 1 ' P U B L I C R / W ) RETAINING WALL #5 W/ SAFETY FENCE (DESIGN BY OTHERS) RETAINING WALL #7 W/ SAFETY FENCE RETAINING WALL #6 W/ SAFETY FENCE (DESIGN BY OTHER) BOC R25' BOC R25' 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) 100 YEAR EXISTING LOCAL FLOODPLAIN 100 YEAR PROPOSED FLOODPLAIN ST R E E T L (5 5 ' P U B L I C R O W ) CAROLINA SPRINGS BOULEVARD (55' PUBLIC ROW) ALLEY 1 (25' ACCESS EASEMENT) STREET D (55' PUBLIC ROW) 30' WIDE GREENWAY EASEMENT 30' PUBLIC MULTI-USE TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL RETAINING WALL #7 W/ SAFETY FENCE AND 10' EASEMENT PH2 - SECTION PH 8 PH2 - SECTION PH 7 PH2 - S E C T I O N 1 0 PH2 - S E C T I O N 9 4-MGL LE (TYP) LE (TYP) 30' LANDSCAPE SCREEN TYPE B-40 EXISTING LANDSCAPE SCREENS TO BE REPLANTED IN THE AREAS TO BE GRADED. 1-QNU 1-ZSG 1-MST 2-ZSG 2-CCA 2-ZSG 1-CCA 2-ZSG 1-CCA 2-ZSG 3-CCA 3-ZSG 2-MST 1-ZSG 2-CCA 2-CCA 1-ZSG 2-CCA 1-ZSG 1-CCA 1-ZSG 3-MST 1-ZSG 2-ABU 1-QNU 1-PCH 1-QNU 2-ABU 2-PCH 3-QNU 1-ABU 3-CBE 2-CKO 1-ABU 2-CBE 1-QLA 2-CKO 2-CBE 1-CKO 1-CBE 3-CBE 1-ABU 2-CKO 1-ABU 2-CBE 1-QLA 2-CBE 1-CKO 2-CBE 1-QLA 2-QLA 2-CKO 2-CBE 2-MGL 2-QNU 1-MST 2-QNU 2-MST 2-QNU 2-MST 2-QNU 3-MST 1-MGL 26-CJY 26-QNI 13-CDE 26-ILO 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 1 - L 1 . 6 L A N D S C A P E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 0 7 : 3 9 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A SEE SHEET L1.2 FOR CONTINUATION SE E S H E E T L 1 . 5 F O R C O N T I N U A T I O N SE E S H E E T L 1 . 4 F O R C O N T I N U A T I O N ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 100' UNDISTURBED LANDSCAPE SCREEN - C-225 30' TYPE B LANDSCAPE SCREEN - B-225 LE - LANDSCAPE EASEMENT [TYP] LA N D S C A P E P L A N L1.03 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> G 30 1 6 8 30 5 . 5 5 RC P 1 8 I N V 30 1 6 9 30 6 . 8 4 RC P 1 8 I N V 50 6 26 0 . 4 3 CM P 8 4 30 2 7 6 26 0 . 7 6 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 7 7 26 0 . 7 7 CM P I N V 1 0 ' W 7 . 2 ' H 30 2 8 0 26 0 . 6 3 CM P I N V 1 0 ' W 7 . 2 ' H 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722723 724 717 725 718 726 756 755 754 753 752 751 750 748 733 732 731 730 728 729 749 747 746 749 747 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722723 724 717 725 718726 756 755 754 753 752 751 750 748 733 732 731 730 728 729 746 3145 W W W W W R R R R CBU & V I S I T O R PARKIN G R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R CBU R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R G G G G G W W W W W W W W W W W W W W W SS SS SSSS SS SS SS SS SS SS SS SS SS SSSS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EXISTING WETLANDS EX I S T I N G W E T L A N D S 30' HOLLY SPRINGS CAPE FEAR BUFFER FEMA 100 YR FLOODPLAIN EXISTING FLOODWAY 50' TH O R O U G H F A R E B U F F E R Y A R D TYPE A - 5 0 30' PUE 30' HOLLY SPRINGS CAPE FEAR BUFFER STREET N RETAINING WALL #8 W/ SAFETY FENCE AND 10' EASEMENT EX I S T I N G S T R E A M TO P O F B A N K ( T Y P . ) 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R 50' THO R O U G H F A R E B U F F E R Y A R D TYPE A- 5 0 30' PUE 30' HOLLY SPRINGS CAPE FEAR BUFFER 8' WIDE ASPHALT GREENWAY TRAIL 20' PRIVATE GREENWAY EASEMENT (TYP) EXISTING 100 YEAR FEMA FLOODPLAIN 20' SIDEWALK EASEMENT 9' SIDEWALK EASEMENT TPA (TYP) 30' HOLLY SPRINGS CAPE FEAR BUFFER FLOODWAY EXISTING 100 YEAR FEMA FLOODPLAIN 6" RWM TO BE INSTALLED WITH E51 PROJECT 20-09-PSS 16" DIP WATERMAIN TO BE INSTALLED WITH E51 PROJECT RETAINING WALL #10 W/ SAFETY FENCE RETAINING WALL #11 W/ SAFETY FENCE PH2 - SEC T I O N 7 PH2 - SEC T I O N 8 P H 2 - S E C T I O N 1 0 P H 2 - S E C T I O N 9 P H 2 - S E C T I O N 1 0 P H 2 - S E C T I O N 9 30 ' P U B L I C G R E E N W A Y TR A I L E A S E M E N T ( T Y P ) S T R E E T T OPEN SPACE PARK #2; SEE C2.12 SCM #14 EXISTING WETLANDS PH2 - SEC T I O N 8 PH2 - SEC T I O N 9 RE T A I N I N G W A L L # 1 9 W/ S A F E T Y F E N C E RE T A I N I N G W A L L # 2 0 W/ S A F E T Y F E N C E RETAINING WALL #9A W/ SAFETY FENCE 30' LANDSCAPE SCREEN TYPE B-2251-QNU 1-ZSG 1-QNU 3-ABU 3-GBI 4-ABU 1-ZSG 1-QNU 1-ZSG 3-ABU 2-GBI 3-ABU 4-MGL 3-GBI 2-ABU 3-MGL 3-ABU 2-GBI 2-ABU LE (TYP) CBU 'A' - 52 LF FOUNDATION 10.4 PUV REQ. / 10.5 PUV PRV. 4-AGR 4-CSA 4-FMM 4-HQU 5-IGL 5-BND 9-CDE 10-ILO 5-JVI 5-QLY 4-CJY 15-QLY 22-CDE 24-JVI 17-BND 12-CJY 35-ILO 22-QLY 40-CDE 25-JVI 20-CJY 23-BND 44-ILO 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 1 - L 1 . 6 L A N D S C A P E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 0 7 : 5 4 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A SE E S H E E T L 1 . 5 F O R C O N T I N U A T I O N SEE SHEET L1.1 FOR CONTINUATIONSEE SHEET L1.2 FOR CONTINUATION ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 100' UNDISTURBED LANDSCAPE SCREEN - C-225 30' TYPE B LANDSCAPE SCREEN - B-225 LE - LANDSCAPE EASEMENT [TYP] LA N D S C A P E P L A N L1.04 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778 776 777 779 784 785 786 774 773 823 824 821 820 819 816 815 814 813 818 829 830 831 833 835 837 834 836 796 794 793 791 790 799 789 798 788 797 759 758 757 795 792 775 765 761 826 828 832 817 787 795 792 775 765 761 826 828 832 817 787 835 837 834 836 796 794 793 791 790 799 789 798 788 797 779 784 785 786774 773 823 824 821 820 819 816 815 814 813 818 829 830 831 833 759 758 757 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 822 822 3145 3146 800 802 801 800 802 801 808 803 804 805 806 807 808 803 804 805 806 807 809 809 R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W CBU & VI S I T O R P A R K I N G W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R CBU R S S S S S S SS SS SS SS SS SS SS SSSSSSSS SSSSSS SSSSSSSS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S S S S S S S S S S S EXISTING WETLANDS EXISTING WETLANDS 30 ' P U E SCM #15 EXISTING POND S T R E E T Q ( 5 1 ' P U B L I C R / W ) STR E E T P (51 ' P U B L I C R / W ) STR E E T S (51 ' P U B L I C R / W ) STREET P (51' PUBLIC R/W) RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #12 W/ SAFETY FENCE AND 10' EASEMENT CULVERT HEADWALL W/ 5' EASEMENT EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S 30' H O L L Y S P R I N G S CAPE F E A R B U F F E R ST R E E T S (5 5 ' P U B L I C R / W ) RETAINING WALL #14 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #16 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #17 W/ SAFETY FENCE AND 10' EASEMENT 125' D U K E E N E R G Y T R A N S M I S S I O N L I N E R/W R E S E R V A T I O N ( B M 2 0 1 9 P G 1 7 7 9 ) RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #21 30' LANDSCAPE SCREEN TYPE B-40 4-CDE 1-QLA 1-CKO 1-TDI 2-CCA 1-TDI 2-MST 2-QLA 1-MST 1-TDI 1-CKO 1-TDI 1-CKO 2-QLA 1-CCA 1-TDI 2-CKO 1-QLA 3-GBI 4-ABU 5-GBI 1-ZSG 2-PCH 1-PCH 2-QNU 1-PCH 1-ZSG LE (TYP) LE (TYP) 2-GBI 1-PCH 1-PCH 3-ABU 2-PCH 2-ZSG 3-PCH 5-ZSG 2-QLA 4-MST 3-QLA 1-CKO 2-QLA 2-CCA 3-QLA 30' LANDSCAPE SCREEN TYPE B-225 2-GBI CBU 'B' - 52 LF FOUNDATION 10.4 PUV REQ. / 10.5 PUV PRV. 4-AGR 4-CSA 4-FMM 5-IGL 4-HQU EXISTING LANDSCAPE SCREENS TO BE REPLANTED IN THE AREAS TO BE GRADED. 8-CJY 8-QNI 8-ILO 4-QNI 4-CJY 2-CDE 4-ILO 9-CDE 5-QLY 5-BND 5-JVI 4-CJY 10-ILO 48-CDE 27-QLY 28-BND 30-JVI 24-CJY 50-ILO 1-QLA SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 1 - L 1 . 6 L A N D S C A P E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 0 8 : 0 9 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 100' UNDISTURBED LANDSCAPE SCREEN - C-225 30' TYPE B LANDSCAPE SCREEN - B-225 LE - LANDSCAPE EASEMENT [TYP] LA N D S C A P E P L A N L1.05 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 >>>>>> > > >>>>>> >>>>>> > > >>>>>> CONTROLLED ACCESS (VARIABLE WIDTH) PUBLIC R/W 300 5 4 321. 6 7 RC P 2 4 I N V 300 5 7 316. 6 3 RC P 2 4 I N V 780 781 782 768 762 763 764 766 767 772 769 770 771 760 778 776 777 779 774 773 821 820 819 816 818 759 758 757 775 765 761 817 775 765 761 817 779 774 773 821 820 819 816 818 759 758 757 780 781 782 768 762 763 764 766 767 772 769 770 771 760 778 776 777 822 822 R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W R R R W W W W W W R C B U S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SSSSSSSS E X I S T I N G W E T L A N D S EXI S T I N G W E T L A N D S US HIGHWAY 1 CONTROLLED ACCESS (VARIABLE WIDTH) PUBLIC R/W 51' R / W 27' B - B EXI S T I N G P O N D STREET P (51' PUBLI C R / W ) ST R E E T P (5 1 ' P U B L I C R / W ) RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 20' PDE CROSS SECTION F ON C9.03 TPA (TYP) 20' PDE 27' B-B EXI S T I N G W E T L A N D S EXISTING WETLANDS 30' H O L L Y S P R I N G S CA P E F E A R B U F F E R US HIGHWAY 1 CONTROLLED ACCESS (VARIABLE WIDTH) PUBLIC R/W EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 20' PUE RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE 20' PDE RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT 20' PDE RE T A I N I N G W A L L # 1 4 W/ S A F E T Y F E N C E A N D 10' E A S E M E N T RE T A I N I N G W A L L # 1 6 W/ S A F E T Y F E N C E AN D 1 0 ' E A S E M E N T 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) EXISTING DUKE ENERGY TRANSMISSION R/W RESERVATION (BM 2019 PG 1779) 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) EXISTING DUKE ENERGY TRANSMISSION R/W RESERVATION (BM 2019 PG 1779) STREET LIGHT (TYP) 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) R25' 20' MIN FRONT SETBACK (TYP)35' MAX FRONT SETBACK (TYP) LE ( T Y P ) 100' LANDSCAPE SCREEN TYPE C-225 30' LANDSCAPE SCREEN TYPE B-225 6-JVI 7-JVI 8-ILO SS SS SS EXISTING WETLANDS TPA( TYP) EX I S T I N G W E T L A N D S 125' DUKE ENERGY TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) EXISTING DUKE ENERGY TRANSMISSION R/W RESERVATION (BM 2019 PG 1779) RE T A I N I N G W A L L # 1 3 W/ S A F E T Y F E N C E A N D 10' E A S E M E N T 30' LANDSCAPE SCREEN TYPE B-40 100' LANDSCAPE SCREEN TYPE C-225 13-JVI 13-ILO SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 1 - L 1 . 6 L A N D S C A P E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 0 8 : 3 3 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A 0 GRAPHIC SCALE 50 10050 1 inch = 50 ft. 25 ABBREVIATION LEGEND DE DRAINAGE EASEMENT (PUBLIC) GE GREENWAY EASEMENT (PUBLIC) PDE PRIVATE DRAINAGE EASEMENT PGE PRIVATE GREENWAY EASEMENT PUE PUBLIC UTILITY EASEMENT SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT SDT SIGHT DISTANCE TRIANGLE STE STREET TREE EASEMENT VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC) LE LANDSCAPE EASEMENT R/W RIGHT-OF-WAY B-B BACK OF CURB TO BACK OF CURB LEGEND: EXISTING WETLAND TREE PRESERVATION AREA 30' TYPE B LANDSCAPE SCREEN - B-40 100' UNDISTURBED LANDSCAPE SCREEN - C-225 30' TYPE B LANDSCAPE SCREEN - B-225 LE - LANDSCAPE EASEMENT [TYP] LA N D S C A P E P L A N L1.06 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 1 - L 1 . 6 L A N D S C A P E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 0 8 : 3 3 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 SS SS SS SS SCM #10 STREE T K (51' P U B L I C R / W ) 30' HOLLY SPRINGS CAPE FEAR BUFFER WO O D S C R E E K R O A D PR O P O S E D 8 8 ' P U B L I C R / W 498 498 497 SCM #11 30' HOLLY SPRINGS CAPE FEAR BUFFER W W W W W R R R R R R 15 X 276' SDT X X X X X X X X SCM #12 S T R E E T E ( 5 1 ' P U B L I C R / W ) 30' HOLLY SPRINGS CAPE FEAR BUFFER LEGEND: SHALLOW LAND VEGETATIVE SHELF SHALLOW WATER VEGETATIVE SHELF 0 GRAPHIC SCALE 40 8040 1 inch = 40 ft. 20 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 7 - L 1 . 8 S C M L A N D S C A P E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 3 1 : 3 6 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A SCM #10: WET POND SC M L A N D S C A P E P L A N L1.07 SCM #11: WET POND SCM #12: WET POND NOTES: 1.ON THE DAM AND DAM EMBANKMENT SLOPES, TURF GRASS PROVIDES STABILITY AND ENHANCES ACCESS TO THE FACILITY FOR MAINTENANCE. DEQ RECOMMENDS PERENNIAL GRASSES SUCH AS HYBRID BERMUDA OR CENTIPEDE IN THE COASTAL PLAIN AND PIEDMONT, AND COOL SEASON TURF GRASS SUCH AS FESCUE AND BLUEGRASS IN THE MOUNTAINS. WEEPING LOVE GRASS IS NOT ALLOWED BECAUSE IT DOES NOT PROVIDE LONG TERM SLOPE STABILIZATION. 2.THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES, OF THE POND SHALL BE VEGETATED WITH NON-CLUMPING TURF GRASS; TREES AND SHRUBS SHALL NOT BE ALLOWED. 3.THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE (3) DIVERSE SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS PER 200 SQUARE FEET OF SHELF AREA. DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 586 587 588588 586 587 W W W W W W R R R R R SS SS SS SS S S SCM #13 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 729 729 R R R W W SS SS SS SS SS SS SS SS S S S S S S S S 30' HOLLY SPRINGS CAPE FEAR BUFFER LEGEND: SHALLOW LAND VEGETATIVE SHELF SHALLOW WATER VEGETATIVE SHELF SSSSSSSSSS S S S S S S S S S S S S SCM #15 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' TOWN OF HOLLY SPRINGS PERIMETER BUFFER 0 GRAPHIC SCALE 40 8040 1 inch = 40 ft. 20 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 1 . 7 - L 1 . 8 S C M L A N D S C A P E P L A N . d w g - Fr i d a y , A p r i l 2 1 , 2 0 2 3 9 : 3 1 : 0 1 A M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A SCM #13: WET POND SC M L A N D S C A P E P L A N L1.08 SCM #14: WET POND SCM #15: WET POND NOTES: 1.ON THE DAM AND DAM EMBANKMENT SLOPES, TURF GRASS PROVIDES STABILITY AND ENHANCES ACCESS TO THE FACILITY FOR MAINTENANCE. DEQ RECOMMENDS PERENNIAL GRASSES SUCH AS HYBRID BERMUDA OR CENTIPEDE IN THE COASTAL PLAIN AND PIEDMONT, AND COOL SEASON TURF GRASS SUCH AS FESCUE AND BLUEGRASS IN THE MOUNTAINS. WEEPING LOVE GRASS IS NOT ALLOWED BECAUSE IT DOES NOT PROVIDE LONG TERM SLOPE STABILIZATION. 2.THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES, OF THE POND SHALL BE VEGETATED WITH NON-CLUMPING TURF GRASS; TREES AND SHRUBS SHALL NOT BE ALLOWED. 3.THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE (3) DIVERSE SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS PER 200 SQUARE FEET OF SHELF AREA. DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 100'100' 30' 1-QNI 1-MVI 1-CBE 1-CJA 1-AGR 1-QLA 1-QLA 1-ICN 1-CJA 1-SJA 1-CJY 1-QNI TYPE A (PUV 40 - 75% ET 25% DT) TYPE B (PUV 40 - 75% ET 25% DT) LARGE DECIDUOUS TREE 2" CAL. DECIDUOUS TREE =A (1x6pts = 6pts) B (1x6pts =6pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): QNI - QUERCUS NIGRA LARGE EVERGREEN TREE 12' HIGH EVERGREEN TREE =A (3x8pts = 24pts) B (3x8pts = 24pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE ONE SPECIES): IOP - ILEX OPACA CJA - CRYPTOMERIA JAPONICA CDE - CEDRUS DEODARA QLA - QUERCUS LAURIFOLIA SMALL DECIDUOUS TREE 1" CAL DECIDUOUS TREE =A (1x4pts = 4pts) B (1x4pts = 4pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): CBE - CARPINUS BETULUS SJA - STYRAX JAPONICA SMALL EVERGREEN TREE 6' HIGH EVERGREEN TREE =A (1x5pts = 5pts) B (1x5pts = 5pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): CJY - CRYPTOMERIA JAPONICA 'YOSHINO' MVI - MAGNOLIA VIRGINIANA SHRUBS 36" HIGH SHRUB =A (2x1pts = 2pts) B (2x1pts = 2pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL SHRUBS TO BE ONE SPECIES): AGR - ABELIA X GRANDIFLORA ICN - ILEX CORNUTA 'NEEDLEPOINT' CSA - CAMELLIA SASANQUA FIN - FORSYTHIA X INTERMEDIA TOTAL PLANT UNIT VALUE PER 100 LINEAR FEET =41 PTS (A) 41 PTS (B) 1-CDE 1-IOP 1-CSA 1-FIN 100'100' 30' 2-QNI 1-CCA 1-OFR 1-QLA 1-BNI 3-MVI 2-PCH 1-BNI 1-MGR 4-ACA 1-CBE 2-TDI LARGE DECIDUOUS TREE 2" CAL. DECIDUOUS TREE =A (3x6pts = 18pts) B (3x6pts = 18pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): QNI - QUERCUS NIGRA BNI - BETULA NIGRA 'DURAHEAT' LARGE EVERGREEN TREE 12' HIGH EVERGREEN TREE =A (2x8pts = 16pts) B (2x8pts = 16pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE ONE SPECIES): IOP - ILEX OPACA MGR - MAGNOLIA GRANDIFLORA CDE - CEDRUS DEODARA QLA - QUERCUS LAURIFOLIA SMALL DECIDUOUS TREE 1" CAL DECIDUOUS TREE =A (3x4pts = 12pts) B (3x4pts = 12pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): CCA - CERCIS CANADENSIS SJA - STYRAX JAPONICUS CBE - CARPINUS BETULUS PCH - PISTACIA CHINENSIS SMALL EVERGREEN TREE 6' HIGH EVERGREEN TREE =A (6x5pts = 30pts) B (6x5pts = 30pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): MVI - MAGNOLIA VIRGINIANA OFR - OSMANTHUS FRAGRANS ACA - AMELANCHIER CANADENSIS CJY - CRYPTOMERIA JAPONICA 'YOSHINO' TOTAL PLANT UNIT VALUE PER 100 LINEAR FEET =76 PTS (A) 76 PTS (B) TYPE A (PUV 75 - 60% ET 40% DT) TYPE B (PUV 75 - 60% ET 40% DT) 2-CJY1-IOP 1-CDE 2-CBE 2-CJY REQUIRED AREA: 29' X 2' = 58 SQ.FT. PROVIDED AREA: 174 SQ.FT. P.U.V. REQUIRED: 29' X (20 pts PER 100') = 20 pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (2x4pts = 8pts) 36" HIGH SHRUBS = (12x1pts = 12pts) TOTAL P.U.V. = 20pts SHRUBS 36" (TYP.) SMALL TREE (TYP.) DRIVEWAY (TYP.) STREET TREE (TYP.) SIDEWALK (TYP.) TOTAL FOUNDATION PLANTING AREA AND PUV: REQUIRED AREA: 300' X 2' = 600 SQ.FT. PROVIDED AREA: 1800 SQ.FT. REQUIRED: 80 P.U.V. PROVIDED: 80 FRONT FOUNDATION REQUIRED AREA: 93' X 2' = 186 SQ.FT. PROVIDED AREA: 558 SQ.FT. P.U.V. REQUIRED: 93' X (20 pts PER 100') = 20 pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (2x4pts = 8pts) 36" HIGH SHRUBS = (12x1pts = 12pts) TOTAL P.U.V. = 20pts BACK FOUNDATION REQUIRED AREA: 93' X 2' = 186 SQ.FT. PROVIDED AREA: 558 SQ.FT. P.U.V.REQUIRED: 93' X (20 pts PER 100') = 20 pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (2x4pts = 8pts) 36" HIGH SHRUBS = (12x1pts = 12pts) TOTAL P.U.V. = 20pts LEFT SIDE FOUNDATION REQUIRED AREA: 57' X 2' = 114 SQ.FT. PROVIDED AREA: 342 SQ.FT. P.U.V.REQUIRED: 57' X (20 pts PER 100') = 20 pts P.U.V.PROVIDED: 36" HIGH SHRUBS = (20x1pts = 20pts) TOTAL P.U.V. = 20pts RIGHT SIDE FOUNDATION REQUIRED AREA: 57' X 2' = 114 SQ.FT. PROVIDED AREA: 342 SQ.FT. P.U.V.REQUIRED: 57' X (20 pts PER 100') = 20 pts P.U.V.PROVIDED: 36" HIGH SHRUBS = (20x1pts = 20pts) TOTAL P.U.V. = 20pts PORCH PORCH PORCH PORCH DRIVEWAY (TYP.) SIDEWALK (TYP.) STREET TREE (TYP.) SMALL TREE (TYP.) SHRUBS 36" (TYP.) MAIN ROAD REQUIRED AREA: 26' X 2' = 52 SQ.FT. PROVIDED AREA: 156 SQ.FT. P.U.V. REQUIRED: 26' X (20 pts PER 100') = 20 pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (2x4pts = 8pts) 36" HIGH SHRUBS = (12x1pts = 12pts) TOTAL P.U.V. = 20pts STREET TREE (TYP.) SIDEWALK (TYP.) DRIVEWAY (TYP.) SMALL TREE (TYP.) SHRUBS 36" (TYP.) 3-BNI 4-CCA 2-CJA9-FIN 4-MGR 4-QLA 4-OFR 3-TDI 3-MGL 4-QLA 4-MGR 4-JVI 3-QLY 4-SJA 4-PCH 4-CRE 2-IOP 9-CSA 9-AGR 8-DML 2-IOP3-CDE 100'100' 30' 2-CJA 3-CDE LARGE DECIDUOUS TREE 2" CAL. DECIDUOUS TREE =A (6x6pts = 36pts) B (6x6pts =36pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): BNI - BETULA NIGRA QLY - QUERCUS LYRATA TDI - TAXODIUM DISTICHUM MGL- METASEQUOIA GLYPTOSTROBOIDES LARGE EVERGREEN TREE 12' HIGH EVERGREEN TREE =A (15x8pts = 120pts) B (15x8pts = 120pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE ONE SPECIES): IOP - ILEX OPACA MGR - MAGNOLIA GRANDIFLORA CJA - CRYPTOMERIA JAPONICA CDE - CEDRUS DEODARA QLA - QUERCUS LAURIFOLIA SMALL DECIDUOUS TREE 1" CAL DECIDUOUS TREE =A (8x4pts = 32pts) B (8x4pts = 32pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): CRE - CHIONANTHUS RETUSUS CCA - CERCIS CANADENSIS SJA - STYRAX JAPONICA PCH - PISTACIA CHINENSIS SMALL EVERGREEN TREE 6' HIGH EVERGREEN TREE =A (4x5pts = 20pts) B (4x5pts = 20pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): JVI - JUNIPERUS VIRGINIANA 'BRODIE' OFR - OSMANTHUS FRAGRANS SHRUBS 36" HIGH SHRUB =A (17x1pts = 17pts) B (17x1pts = 17pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL SHRUBS TO BE ONE SPECIES): AGR - ABELIA X GRANDIFLORA CSA - CAMELLIA SASANQUA FIN - FORSYTHIA X INTERMEDIA DML - DISTYLLIUM 'LINEBACKER' TOTAL PLANT UNIT VALUE PER 100 LINEAR FEET =225 PTS (A) 225 PTS (B) TYPE A (PUV 225 - 70% ET 30% DT) TYPE B (PUV 225 - 70% ET 30% DT) 100'100' VARIES TYPE A (PUV 225 - 77% ET 16% DT) TYPE B (PUV 225 - 77% ET 16% DT) LARGE DECIDUOUS TREE 2" CAL. DECIDUOUS TREE =A (2x6pts = 12pts) B (2x6pts =12pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): BNI - BETULA NIGRA QLY - QUERCUS LYRATA TDI - TAXODIUM DISTICHUM MGL- METASEQUOIA GLYPTOSTROBOIDES LARGE EVERGREEN TREE 12' HIGH EVERGREEN TREE =A (19x8pts = 152pts) B (19x8pts = 152pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE ONE SPECIES): IOP - ILEX OPACA MGR - MAGNOLIA GRANDIFLORA CJA - CRYPTOMERIA JAPONICA CDE - CEDRUS DEODARA QLA - QUERCUS LAURIFOLIA SMALL DECIDUOUS TREE 1" CAL DECIDUOUS TREE =A (6x4pts = 24pts) B (6x4pts = 24pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): CRE - CHIONANTHUS RETUSUS CCA - CERCIS CANADENSIS SJA - STYRAX JAPONICA PCH - PISTACIA CHINENSIS SMALL EVERGREEN TREE 6' HIGH EVERGREEN TREE =A (4x5pts = 20pts) B (4x5pts = 20pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL TREES TO BE OF ONE SPECIES): JVI - JUNIPERUS VIRGINIANA 'BRODIE' ACA - AMELANCHIER CANADENSIS SHRUBS 36" HIGH SHRUB =A (17x1pts = 17pts) B (17x1pts = 17pts) TO INCLUDE (NO MORE THAN 25% OF TOTAL SHRUBS TO BE ONE SPECIES): AGR - ABELIA X GRANDIFLORA CSA - CAMELLIA SASANQUA FIN - FORSYTHIA X INTERMEDIA DML - DISTYLLIUM 'LINEBACKER' TOTAL PLANT UNIT VALUE PER 100 LINEAR FEET =225 PTS (A) 225 PTS (B) 1-BNI 3-CCA 2-CJA 9-FIN 5-MGR 4-QLA 4-ACA 2-CJA 1-TDI 3-CRE 4-QLA 6-MGR 4-JVI 3-CDE 1-QLY 3-SJA 3-PCH 1-MGL 4-IOP 9-CSA 9-AGR8-DML 4-IOP 3-CDE TOTAL FOUNDATION PLANTING AREA AND PUV: REQUIRED AREA: 300' X 2' = 600 SQ.FT. PROVIDED AREA: 1800 SQ.FT. REQUIRED: 80 P.U.V. PROVIDED: 80 FRONT FOUNDATION REQUIRED AREA: 93' X 2' = 186 SQ.FT. PROVIDED AREA: 558 SQ.FT. P.U.V. REQUIRED: 93' X (20 pts PER 100') = 20 pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (2x4pts = 8pts) 36" HIGH SHRUBS = (12x1pts = 12pts) TOTAL P.U.V. = 20pts BACK FOUNDATION REQUIRED AREA: 93' X 2' = 186 SQ.FT. PROVIDED AREA: 558 SQ.FT. P.U.V.REQUIRED: 93' X (20 pts PER 100') = 20 pts P.U.V. PROVIDED: 1" CAL SMALL DECIDUOUS TREE = (2x4pts = 8pts) 36" HIGH SHRUBS = (12x1pts = 12pts) TOTAL P.U.V. = 20pts LEFT SIDE FOUNDATION REQUIRED AREA: 57' X 2' = 114 SQ.FT. PROVIDED AREA: 342 SQ.FT. P.U.V.REQUIRED: 57' X (20 pts PER 100') = 20 pts P.U.V.PROVIDED: 36" HIGH SHRUBS = (20x1pts = 20pts) TOTAL P.U.V. = 20pts RIGHT SIDE FOUNDATION REQUIRED AREA: 57' X 2' = 114 SQ.FT. PROVIDED AREA: 342 SQ.FT. P.U.V.REQUIRED: 57' X (20 pts PER 100') = 20 pts P.U.V.PROVIDED: 36" HIGH SHRUBS = (20x1pts = 20pts) TOTAL P.U.V. = 20pts PORCH PORCH PORCH PORCH DRIVEWAY (TYP.) SIDEWALK (TYP.) STREET TREE (TYP.) SMALL TREE (TYP.) SHRUBS 36" (TYP.) MAIN ROAD SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 2 . 0 L A N D S C A P E D E T A I L S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 5 : 5 4 : 3 8 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A LA N D S C A P E D E T A I L S L2.00 GENERAL LANDSCAPE NOTES 1.ALL STREET TREES SHALL BE LOCATED A MINIMUM OF 25' FROM THE BASE OF ALL STREET LIGHT POLES. 2.TREES SHALL BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY, FRESHLY DUG NORMALLY SHAPED, HEAVY AND WELL BRANCHED; WITH FULL FOLIAGE WHEN IN LEAF AND SHALL HAVE HEALTHY, WELL DEVELOPED SYSTEMS. TREES MUST BE SELF SUPPORTING, WITH STRAIGHT TRUNKS AND WITH LEADERS INTACT. ALL WOUNDS PRESENT AT THE TIME OF DIGGING MUST EXHIBIT CALLUSING, WITH THE BARK AT THE EDGES OF ANY SUCH WOUND TIGHT AND INTACT. NO ABRASIONS OR UNHEALED CUTS ARE ALLOWED ON THE TRUNKS OF TREES. ALL TREES FURNISHED SHALL BE FREE OF ANY INSECT INFESTATIONS. 3.ALL TREES PLANTED TO MEET THE STREET TREE REQUIREMENT MUST BE WELL MATCHED SPECIMENS. THE DEVELOPER SHALL PROVIDE WRITTEN CERTIFICATION THAT THE PLANT MATERIAL MEETS THIS QUALITY REQUIREMENT AT THE TIME OF INSTALLATION. 4.IN ORDER TO MAINTAIN A HIGH QUALITY OF URBAN STREETSCAPE, EACH RESIDENTIAL STREET MUST CONTAIN A LEAST (2) SPECIES OF TREES WITH A SIMILAR CANOPY. NO MORE THAN 50% OF A SINGLE SPECIES SHALL BE USED ON EACH STREET. 5.CENTERED IN THE PUBLIC RIGHT-OF-WAY WITHIN THE UTILITY STRIP BETWEEN THE SIDEWALK AND CURB OR CENTERED BETWEEN RIGHT-OF-WAY LINE AND CURB IF NO SIDEWALK IS PRESENT. 6.WHERE NOTE #5 IS DEEMED NOT FEASIBLE AND PRACTICAL; THE DIRECTOR SHALL HAVE THE AUTHORITY TO MODIFY AND APPROVE ACCEPTABLE ALTERNATIVES TO STREET TREE REQUIREMENTS. 7.STREET TREES MUST BE INSTALLED PRIOR TO THE CERTIFICATE OF UDO COMPLIANCE FOR THE DWELLING ON THE LOT WHERE THE TREE IS LOCATED. 8.AT THE TIME OF INSTALLATION THE NURSERY TAGS MUST REMAIN ON THE STREET TREES AND WRITTEN STATEMENT MUST BE SUBMITTED TO THE DEPARTMENT OF PLANNING & ZONING TO CERTIFY THE CORRECT SPECIES OF TREES HAVE BEEN INSTALLED. 9.ALL REPLACEMENT AND MAINTENANCE SHALL BE IN ACCORDANCE WITH TOWN POLICY STATEMENT #P-039. 10.NO SPECIES OF PLANT WITHIN ITS GIVEN CATEGORY SHALL EXCEED 25% OF THE TOTAL QUANTITY OF PLANTS WITHIN THAT CATEGORY. 11.FOR ALL LANDSCAPE SCREENING EXISTING VEGETATION CAN BE USED TO SATISFY THE PUV REQUIREMENT. 12.TREE SURVEYS WILL BE PROVIDED AT TIME OF PRELIMINARY PLAN OR DEVELOPMENT PLAN TO CONFIRM REQUIRED PUV HAS BEEN ACHIEVED WITH EXISTING VEGETATION. 13.FINAL DESIGN OF THE PERMIT YARDS SHALL USE THE DETAIL BUT THAT MODIFICATIONS CAN BE MADE TO ACCOMMODATE SITE FEATURES AS NECESSARY. 14.STREET TREES ARE REQUIRED AT DEVELOPMENT PLAN OR PRELIMINARY SUBDIVISION PLAN REVIEW 15.STREET TREE SPECIES SHALL ADHERE TO THE RECOMMENDATION OF THE TOWN OF HOLLY SPRINGS PROFFERED MATERIALS LIST 12.01. 16.STREET TREE LOCATIONS SHALL BE SHOWN WITH APPROVED LIGHTING FIXTURE LOCATIONS SHALL BE POSITIONED AS TO NOT INTERFERE WITH ANY LIGHTING FIXTURES OR ANY SITE DISTANCE TRIANGLES. 17.ALL PREVIOUS CONDITIONS OF CAROLINA SPRINGS PLANNED UNIT DEVELOPMENT SHALL APPLY TO THIS AMENDMENT EXCEPT FOR ANY CONDITIONS THAT DESCRIBES FEE OR FEE-IN-LIEU TO BE PAID SHALL NOW COMPLY WITH THE CURRENT AMOUNTS DUE PURSUANT TO THE TOWN'S CURRENT ANNUAL BUDGET OR ANY UNEXPIRED DEVELOPMENT AGREEMENT. INSTALLATION OF LANDSCAPING: 18.ALL LANDSCAPING REQUIRED SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF THE USE ON THE REAL ESTATE OR THE ISSUANCE OF A CERTIFICATE OF UDO COMPLIANCE. IF SEASONS AND WEATHER CONDITIONS ARE NOT APPROPRIATE FOR THE INSTALLATION OF LANDSCAPING IMMEDIATELY PRIOR TO COMMENCEMENT OF THE USE OR THE ISSUANCE OF A CERTIFICATE OF UDO COMPLIANCE, A PERFORMANCE BOND, OR OTHER SURETY ACCEPTABLE TO THE TOWN OF HOLLY SPRINGS, SHALL BE PROVIDED TO THE DIRECTOR, IN COMPLIANCE WITH THE PROVISIONS OF SECTION 9.05.B.5 - CONSTRUCTION DRAWINGS. ALL LANDSCAPING REQUIRED SHALL BE INSTALLED WITHIN THE FIRST (3) MONTHS OF THE NEXT PLANTING SEASON AFTER THE USE OF THE LOT IS COMMENCED. 19.THE MONTHS OF JUNE, JULY AND AUGUST ARE CONSIDERED SEASON OR WEATHER CONDITIONS WHICH ARE NOT APPROPRIATE FOR THE INSTALLATION OF LANDSCAPING, UNLESS AN ADEQUATE IRRIGATION SYSTEM IS INSTALLED AND OPERATED AS PART OF THE LANDSCAPE PLAN. 20.ALL PLANTS AND PLANTING PROCEDURES SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE AMERICAN STANDARDS FOR NURSERY STOCK (2014 OR LATER EDITION). 21.ALL TREES AND SHRUBS SHALL BE FULL, WELL BRANCHED PLANTS WHICH ARE CHARACTERISTIC TO THE SPECIES. 22.TOPSOIL SHALL BE SPREAD OVER THE ENTIRE MEDIAN LANDSCAPE AREA TO A DEPTH OF AT LEAST 6" IN LAWN AREAS AND IN PLANT BEDS. 23.SOIL SHALL BE RIPPED AND SUB-SOILED TO A MINIMUM DEPTH OF 12 INCHES TO REDUCE COMPACTION AND RESTORE THE SOIL'S STRUCTURE. PLANT BEDS AND LAWN AREAS SHALL BE AMENDED WITH FERTILIZER AND LIME BASED ON SOIL SAMPLE RECOMMENDATIONS; THEN SHALL BE TILLED AND FINE GRADED. 24.FINAL DESIGN OF PERIMETER YARDS SHALL USE THE DETAIL BUT MODIFICATIONS CAN BE MADE ACCOMMODATE SITE FEATURES AND FIELD CONDITIONS AS NECESSARY. MAINTENANCE OF LANDSCAPING: 1.THE OWNER SHALL BE RESPONSIBLE FOR THE FOLLOWING: 1.1.THE MAINTENANCE OF ALL REQUIRED LANDSCAPING BY KEEPING LAWNS MOWED, ALL PLANTS MAINTAINED AS DISEASE-FREE, ALL PLANTING BEDS GROOMED AND KEPT WEED FREE (EXCEPT IN AREAS OF PRESERVED, EXISTING NATURAL VEGETATION) AND KEPT FREE FROM TRASH, DEBRIS AND OTHER OBJECTIONABLE MATERIALS. 1.2.THE REPLACEMENT OF ANY REQUIRED PLANTING, WHICH IS REMOVED OR DIES AFTER THE DATE OF PLANTING. SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT PLANTING SEASON. 1.3.THE REPLACEMENT OF ANY TREE IN A TREE SAVE AREA WHICH IS REMOVED OR DIES AFTER THE DATE OF APPROVAL OF A PRESERVATION LANDSCAPE PLAN. SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT PLANTING SEASON. 2.FAILURE TO MAINTAIN REQUIRED LANDSCAPE AREAS SHALL CONSTITUTE A VIOLATION OF THE HOLY SPRINGS' UDO ENFORCEABLE UNDER THE PROVISIONS OF SECTION 10 -ENFORCEMENT. FRONT, SIDE & REAR YARDS AND FRONT, SIDE & REAR BUFFERYARDS: 1.ALL REQUIRED YARDS AND BUFFERYARDS SHALL BE LANDSCAPED IN COMPLIANCE WITH THE REQUIREMENTS IN TABLE 7.01 C - TYPE AND PLANT UNIT VALUE OF REQUIRED LANDSCAPING. 2.ALONG THOROUGHFARES, TREES SHALL BE PLANTED SO AS TO CREATE THE VISUAL APPEARANCE OF STREET TREES AS FOLLOWS: 2.1.DECIDUOUS TREES AS SPECIFIED IN SECTION 12.01 - PREFERRED LANDSCAPE MATERIALS OF THE TOWN OF HOLLY SPRINGS 'DEVELOPMENT PROCEDURES MANUAL', OR AS FURTHER SPECIFIED IN THE TOWN OF HOLLY SPRINGS COMPREHENSIVE PLAN THOROUGHFARE PLANTING PLAN. 2.2.WHERE EXISTING OHE UTILITIES INTERFERE WITH PART OF THE LANDSCAPE AREA, THE LARGE TREE REQUIREMENT MAY BE SUBSTITUTED BY INSTALLING SMALL DECIDUOUS TREES. 3.REQUIREMENTS: LARGE DECIDUOUS TREES = 2" CAL. (40' O.C. ON AVERAGE) SMALL DECIDUOUS TREE = 1" CAL. (30' O.C. ON AVERAGE) 4.ALL TREES SHALL BE LOCATED A MINIMUM OF 50' FROM THE POINT OF TANGENCY OF CURB RADII AT STREET INTERSECTIONS AND OUTSIDE OF SITE DISTANCE TRIANGLES IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS ' ENGINEERING DESIGN & CONSTRUCTION STANDARDS', 5.ALL TREES SHALL BE LOCATED 25' FROM THE BASE OF ALL LIGHT POLES. 6.ALL TREES SHALL BE LOCATED WITHIN 5' OF THE RIGHT-OF-WAY LINE ON THE PRIVATE PROPERTY SIDE.. 7.AT THE TIME OF INSTALLATION, THE NURSERY TAGS MUST REMAIN ON THE TREES AND A WRITTEN STATEMENT MUST BE SUBMITTED TO THE DEPARTMENT OF PLANNING & ZONING TO CERTIFY THAT THE CORRECT SPECIES OF TREE(S) HAS BEEN INSTALLED. 8.TREES SHALL BE INSTALLED WITH ROOT GUARDS IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS 'ENGINEERING DESIGN & CONSTRUCTION STANDARDS'. SPACING ''D'' ROWS ''A'' SPACING "D" 6" o.c. 8" o.c. 10" o.c. 12" o.c. 15" o.c. 18" o.c. 24" o.c. 30" o.c. 36" o.c. 4' o.c. 5' o.c. 6' o.c. 8' o.c. 10' o.c. ROW "A" 5.2" 6.93" 8.66" 10.4" 13.0" 15.6" 20.8" 26.0" 31.30" 3.46' 4.33' 5.2' 6.93' 8.66' PLANTS/S.F. 4.61 2.60 1.66 1.15 0.73 0.51 0.29 0.18 0.12 7.25 4.61 3.20 1.80 1.16 *NUMBER OF PLANTS PER 100 S.F. * * * * * PLANT SPACING CHART NTS NOTES 1.CONTRACTOR TO VERITY THAT ADEQUATE DRAINAGE EXISTS PRIOR TO PLANTING. 2.DO NOT WRAP TRUNK OF TREE. 3.STAKING OF TREES IS NOT RECOMMENDED, EXCEPT ON WINDY SITES OR FOR LARGE EVERGREEN TREES. IF STAKING IS DONE, FLEXIBLE STRAPS - NOT HOSE AND WIRE - SHOULD BE USED AND MUST BE REMOVED AT APPROPRIATE TIME. PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF DESTROYED OR DAMAGED TREES. 4.ALL TREES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (A.A.N.). 5. TREES WITH ROOT FLARE COVERED BY MORE THAN 1.5" OF SOIL WILL BE REJECTED PRIOR TO INSTALLATION. DIG WIDE, SHALLOW PLANTING HOLE WIDTH = 3 X WIDTH OF ROOT BALL 12" MIN. PRUNE ONLY TO REMOVE ANY BROKEN, DEAD OR DISEASED WOOD WHILE PRESERVING FORM AND CHARACTER OF TREE; DO NOT CUT LEADER; DO NOT PRUNE IN ORDER T O R E D U C E C A N O P Y S I Z E NATURAL SOIL LINE 2-3" SHREDDED BARK MULCH, 3" MINIMUM FROM TRUNK (DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK) 4" BUILT-UP EARTH SAUCER AT EDGE OF ROOT BALL (OPTIONAL) IF PROVIDED, REMOVE PRIOR TO ONE YEAR INSPECTION CUT AND REMOVE TOP 1/2 OF WIRE BASKET, TURN DOWN TOP 1/2 BURLAP: REMOVE ALL CORD & TWINE FROM BASE OF TRUNK; IF NON - DEGRADABLE WRAP IS USED, REMOVE TOTALLY TOP OF BALL AS DUG ROOT CROWN BREAK UP EDGE OF PLANTING PIT TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL LEAVING SOIL PEDESTAL UNDISTURBED TREE PLANTING DETAIL (LAN-37) NTS SET TOP OF ROOT BALL 1"-2" ABOVE FINISHED GRADE 2-3" SHREDDED BARK MULCH-DO NOT PLACE A G A I N S T T R U N K C O N T A I N E R G R O WN PLANT - PULL ROOTS OUT OF BALL, OR CUT SIDES FIRM PEDESTAL UNDER ROOT BALL FOLD BURLAP DOWN INTO GROUND. SET TOP OF BALL FLUSH WITH FINISHED GRADE B A C K F I L L : A ME N D T H E T O P 6 " B Y INCORPORATING 1" - 1.5" COMPOSTED GROUND BARK OR OTHER SUI TABLE ORGANIC MATTER OR PROVIDE NATIVE OIL WITH A MINUMUM OF 5% HUMIC MATTER BREAK UP EDGE OF PLANTING PIT 12" (SEE * NOTE BELOW) * 12" DEEP-CULTIVATE ENTIRE PLANTING AREA AS SINGLE BED WHEN PLANTING MULTIPLES (FOR LARGER SHRUB ROOT BALLS, MAKE 4" DEEPER THAN ROOT BALL) NOTES 1.ALL SHRUBS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (A.A.N.). 2.SOIL ANALYSIS SHALL BE OBTAINED PRIOR TO PLANTING. SOIL SHALL BE AMENDED AS RECOMMENDED. 3.SHEET PREPARATION OF BEDS IS HIGHLY PREFERRED TO INDIVIDUAL DUG HOLE.S. SHRUB/GROUNDCOVER PLANTING DETAIL (LAN-38) NTS Scale: 2 L2.00 B40- 30' TYPE B TYPICAL LANDSCAPE SCREEN 1" = 50' PLAN Scale: 3 L2.00 B75 - 30' TYPE B TYPICAL LANDSCAPE SCREEN 1" - 50' PLAN Scale: F1 L2.00 TYPICAL FOUNDATION PLANTING - STERLING 1" - 50' PLAN Scale: F2 L2.00 TYPICAL FOUNDATION PLANTING - DESIGNER 1" - 50' PLAN Scale: F3 L2.00 TYPICAL FOUNDATION PLANTING - COTTAGE 1" - 50' PLAN Scale: 4 L2.00 B225 - TYPICAL LANDSCAPE SCREEN DETAIL 1" - 50' PLAN Scale: 1 L2.00 C225 -100' UNDISTURBED LANDSCAPE SCREEN 1" = 50' PLAN Scale: F4 L2.00 TYPICAL FOUNDATION PLANTING - EMORY 1" - 50' PLAN DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 2 . 1 - L 2 . 3 L A N D S C A P E C A L C U L A T I O N S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 5 : 5 4 : 5 5 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 2 . 1 - L 2 . 3 L A N D S C A P E C A L C U L A T I O N S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 5 : 5 4 : 5 5 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A LA N D S C A P E CA L C U L A T I O N S L2.01 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 2 . 1 - L 2 . 3 L A N D S C A P E C A L C U L A T I O N S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 5 : 5 5 : 0 1 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A LA N D S C A P E CA L C U L A T I O N S L2.02 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 2 . 1 - L 2 . 3 L A N D S C A P E C A L C U L A T I O N S . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 5 : 5 5 : 0 6 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A LA N D S C A P E CA L C U L A T I O N S L2.03 DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 > > > > > > > > TP TREE PRESERVATION CALCULATIONS GROSS PUD AREA 396.05 TOTAL ROW DEDICATION 47.8 ACRES NET PUD AREA 348.25 REQUIRED TPA (15%)52.2 ACRES TARGET TPA (20%)69.65 ACRES TREE PRESERVATION AREAS AREA #1 0.79 AC AREA #2 1.52 AC AREA #3 1.07 AC AREA #4 6.85 AC AREA #5 0.83 AC AREA #6 2.83 AC AREA #7 2.22 AC AREA #8 1.86 AC AREA #9 1.34 AREA #10 10.57 AC AREA #11 3.81 AC AREA #12 1.96 AC AREA #13 0.47 AC AREA #14 27.89 AC AREA #15 0.99 AC AREA #16 0.30 AC AREA #17 2.65 AC AREA #18 5.85 AC TOTAL 73.62 PROVIDED TPA %21.14 % SAMPLE PLOT1A SAMPLE PLOT 2A SAMPLE PLOT 3A SAMPLE PLOT 3B SAMPLE PLOT 4A SAMPLE PLOT 5 SAMPLE PLOT 4B SAMPLE PLOT 7A SAMPLE PLOT 7B SAMPLE PLOT 7C SAMPLE PLOT 6A SAMPLE PLOT 6B SAMPLE PLOT 9 SAMPLE PLOT 8 SAMPLE PLOT 11B SAMPLE PLOT 11A SAMPLE PLOT 12A SAMPLE PLOT 12B SAMPLE PLOT 13 SAMPLE PLOT 14A SAMPLE PLOT 14B SAMPLE PLOT 14C SAMPLE PLOT 14D SAMPLE PLOT 14E SAMPLE PLOT 15 SAMPLE PLOT 14G SAMPLE PLOT 14H SAMPLE PLOT 14I SAMPLE PLOT 18A SAMPLE PLOT 18B SAMPLE PLOT 17 SAMPLE PLOT 16 SAMPLE PLOT 10C SAMPLE PLOT 10A SAMPLE PLOT 10B SAMPLE PLOT 10D SAMPLE PLOT 10E SAMPLE PLOT 2B SAMPLE PLOT 1B TP TREE PRESERVATION AREA #18 [ 5.85 AC ] TREE PRESERVATION AREA #4 [ 6.85 AC ] TREE PRESERVATION AREA #6 [ 2.83 AC ] TREE PRESERVATION AREA #9 [ 1.34 AC ] TREE PRESERVATION AREA #8 [ 1.86 AC ] TREE PRESERVATION AREA #16 [ 0.30 AC ] TREE PRESERVATION AREA #12 [ 1.96 AC ] TREE PRESERVATION AREA #15 [ 0.99 AC ] TREE PRESERVATION AREA #11 [ 3.81 AC ] TREE PRESERVATION AREA #17 [ 2.65 AC ] TREE PRESERVATION AREA #5 [ 0.83 AC ] TREE PRESERVATION AREA #14 [ 27.89 AC ] TREE PRESERVATION AREA #13 [ 0.47 AC ] TREE PRESERVATION AREA #1 [ 0.79 AC ] TREE PRESERVATION AREA #2 [ 1.52 AC ] TREE PRESERVATION AREA #7 [ 2.22 AC ] TREE PRESERVATION AREA #10 [ 10.57 AC ] TREE PRESERVATION AREA #3 [ 1.07 AC ] POND POND SIGN MULLE R O A K D R I V E 51' PU B L I C R I G H T O F W A Y WOO D S C R E E K R O A D 100' P U B L I C R I G H T O F W A Y WOODS CR E E K R O A D (60' PUBLIC R I G H T O F W A Y ) PP PP PP PP PP PP PP PP PP PP PP PP SALES TRAILER T T T T T EFO B CONCR E T E CONCR E T E CO N C R E T E S I D E W A L K CO N C R E T E S I D E W A L K CONCRETE BRIDGE DECK PP PP PP PP PP CONCRETE WALL CONCRETE WALL SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN 4' CONCRETE BASE WITH CONDUIT 2' CONCRETE BASE WITH CONDUIT 4' CONCRETE BASE WITH CONDUIT 2' CONCRETE BASE WITH CONDUIT 2' CONCRETE BASE WITH CONDUIT 4' CONCRETE BASE WITH CONDUIT 2' CONCRETE BASE WITH CONDUIT 2' CONCRETE BASE WITH CONDUIT 4' CONCRETE BASE WITH CONDUIT CONDUIT CONCRETE SIDEWALK CONCRETE SIDEWALK 2' CONCRETE BASE WITH CONDUIT CONCRETE R/W MONUMENT CONCRETE R/W MONUMENT CONCRETE R/W MONUMENT CONCRETE R/W MONUMENT CONCRETE R/W MONUMENT CONCRETE R/W MONUMENT CONCRETE R/W MONUMENT CONCRETE R/W MONUMENT NC 5 4 0 H I G H W A Y VARI A B L E W I D T H P U B L I C R I G H T O F W A Y VARI A B L E W I D T H P U B L I C R I G H T O F W A Y OL D H O L L Y S P R I N G S A P E X R O A D VA R I A B L E W I D T H P U B L I C R I G H T O F W A Y N 0 2 ° 5 6 ' 0 7 " E 20 4 . 0 3 ' N 50° 1 8 ' 3 9 " E 71.17 ' S 75°50'2 6 " E 312.84'EXISTING CONCRETE RIGHT OF WAY MONUMENT NC GRID COORDINATES NAD 83(2011) N: 704,952.26' E: 2,041,128.64' GR A V E D R I V E O L D H O L L Y S P R I N G S A P E X R O A D V A R I A B L E W I D T H P U B L I C R I G H T O F W A Y E SIGN OA K S E N D D R I V E 80 ' P U B L I C R I G H T O F W A Y WOODS CREEK R O A D 100' PUBLIC R I G H T O F W A Y WOODS C R E E K R O A D (100' P U B L I C R I G H T O F W A Y ) OLD H O L L Y S P R I N G S A P E X R O A D 60' P U B L I C R I G H T O F W A Y OA K S E N D D R I V E 80 ' P U B L I C R I G H T O F W A Y PP PP PP PP PP PP PP PP PP PP PP PP PP PP E E E PERMANENT UTILITY EASEMENT per DB 16972, PG 217 US H I G H W A Y 1 CONT R O L L E D A C C E S S ( V A R I A B L E W I D T H ) P U B L I C R / W CHICKEN COOP W O O D S C R E E K R O A D (6 0 ' P U B L I C RI G H T O F W A Y ) WOODS CREEK ROAD(6 0 ' P U B L I C R I G H T O F W A Y ) WO O D S C R E E K R O A D 60' P U B L I C R I G H T O F W A Y LEL A N D C R E S T D R I V E (82 ' P U B L I C R I G H T O F W A Y ) SEE RKA WOODS CREEK ROAD IMPROVEMENTS PLAN SET FOR ADDITIONAL IMFORMATION 30054321.67RCP24 INV 30057316.63RCP24 INV 30168305.55RCP18 INV 30169306.84RCP18 INV 506260.43CMP84 30276260.76CMP INV 10'W 7.2'H 30277260.77CMP INV 10'W 7.2'H 30280260.63CMP INV 10'W 7.2'H X X X X X X X X R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRR R R R R R R R R R R R R R R W R FM FM F M 5 0 ' C A R D I N A L P I P E L I N E C O M P A N Y , L L C & C A R D I N A L E X T E N S I O N C O M P A N Y R / W D B 1 4 0 3 3 , P G . 1 2 6 2 5 0 ' C A R D I N A L P I P E L I N E C O M P A N Y , L L C & C A R D I N A L E X T E N S I O N C O M P A N Y R / W D B 1 4 0 3 3 , P G . 1 2 6 2 50' DIXIE PIPELINE COMPANY R/W DB 2758, PG. 643 50' DIXIE PIPELINE C O M P A N Y R / W DB 2758, PG. 643 SCM 4 SCM 8 SCM 1 SCM 10 SCM 7 CAROLINA SPRINGS BLVD. CAROLINA SPRINGS BLVD (114' PUBLIC ROW)CAROLI N A S P R I N G S B L V D . ROA D 2 50' DIXIE PIPELI N E C O M P A N Y R / W DB 2758, PG. 643 SCM 6 PUD LAND USE BOUNDARY (TYP) CA R O L I N A S P R I N G S B L V D . 5 0 ' C A R D I N A L P I P E L I N E C O M P A N Y , L L C & C A R D I N A L E X T E N S I O N C O M P A N Y R / W D B 1 4 0 3 3 , P G . 1 2 6 2 SCM 3SCM 5 SCM 3 50' DIXIE PIPELINE COMPANY R/W DB 2758, PG. 643 EXISTING R/W CAROLINA SPRINGS BLVD. S S S S S TP TREE PRESERVATION CALCULATIONS GROSS PUD AREA 396.05 TOTAL ROW DEDICATION 47.8 ACRES NET PUD AREA 348.25 REQUIRED TPA (15%)52.2 ACRES TARGET TPA (20%)69.65 ACRES TREE PRESERVATION AREAS AREA #1 0.79 AC AREA #2 1.52 AC AREA #3 1.07 AC AREA #4 6.85 AC AREA #5 0.83 AC AREA #6 2.83 AC AREA #7 2.22 AC AREA #8 1.86 AC AREA #9 1.34 AREA #10 10.57 AC AREA #11 3.81 AC AREA #12 1.96 AC AREA #13 0.47 AC AREA #14 27.89 AC AREA #15 0.99 AC AREA #16 0.30 AC AREA #17 2.65 AC AREA #18 5.85 AC TOTAL 73.62 PROVIDED TPA %21.14 % SAMPLE PLOT1A SAMPLE PLOT 2A SAMPLE PLOT 3A SAMPLE PLOT 3B SAMPLE PLOT 4A SAMPLE PLOT 5 SAMPLE PLOT 4B SAMPLE PLOT 7A SAMPLE PLOT 7B SAMPLE PLOT 7C SAMPLE PLOT 6A SAMPLE PLOT 6B SAMPLE PLOT 9 SAMPLE PLOT 8 SAMPLE PLOT 11B SAMPLE PLOT 11A SAMPLE PLOT 12A SAMPLE PLOT 12B SAMPLE PLOT 13 SAMPLE PLOT 14A SAMPLE PLOT 14B SAMPLE PLOT 14C SAMPLE PLOT 14D SAMPLE PLOT 14E SAMPLE PLOT 15 SAMPLE PLOT 14G SAMPLE PLOT 14H SAMPLE PLOT 14I SAMPLE PLOT 18A SAMPLE PLOT 18B SAMPLE PLOT 17 SAMPLE PLOT 16 SAMPLE PLOT 10C SAMPLE PLOT 10A SAMPLE PLOT 10B SAMPLE PLOT 10D SAMPLE PLOT 10E SAMPLE PLOT 2B SAMPLE PLOT 1B TP TREE PRESERVATION AREA #18 [ 5.85 AC ] TREE PRESERVATION AREA #4 [ 6.85 AC ] TREE PRESERVATION AREA #6 [ 2.83 AC ] TREE PRESERVATION AREA #9 [ 1.34 AC ] TREE PRESERVATION AREA #8 [ 1.86 AC ] TREE PRESERVATION AREA #16 [ 0.30 AC ] TREE PRESERVATION AREA #12 [ 1.96 AC ] TREE PRESERVATION AREA #15 [ 0.99 AC ] TREE PRESERVATION AREA #11 [ 3.81 AC ] TREE PRESERVATION AREA #17 [ 2.65 AC ] TREE PRESERVATION AREA #5 [ 0.83 AC ] TREE PRESERVATION AREA #14 [ 27.89 AC ] TREE PRESERVATION AREA #13 [ 0.47 AC ] TREE PRESERVATION AREA #1 [ 0.79 AC ] TREE PRESERVATION AREA #2 [ 1.52 AC ] TREE PRESERVATION AREA #7 [ 2.22 AC ] TREE PRESERVATION AREA #10 [ 10.57 AC ] TREE PRESERVATION AREA #3 [ 1.07 AC ] S R 1 1 5 4 - W O O D S C R E E K R O A D ( 6 0 ' P U B L I C R / W D B . 9 2 6 4 P G . 2 9 5 ) S R 1 1 5 4 W O O D S C R E E K R O A D 6 0 ' P U B L I C R / W ( D B . 9 2 6 4 P G . 2 9 5 ) OL D A P E X / H O L L Y S P R I N G S R O A D 60 ' P U B L I C R / W ( D B . 9 2 6 4 P G . 2 9 5 ) 125' DUKE TRANSMISSION LINE R/W RESERVATION (BM 2019 PG 1779) WO O D F I E L D D E A D E N D R O A D (8 2 ' P U B L I C R O W ) O L D H O L L Y S P R I N G S A P E X R O A D V A R I A B L E W I D T H P U B L I C R I G H T O F W A Y TREE PRESERVATION CALCULATIONS GROSS PUD AREA 396.05 TOTAL ROW DEDICATION 47.8 ACRES NET PUD AREA 348.25 REQUIRED TPA (15%)52.2 ACRES TARGET TPA (20%)69.65 ACRES TREE PRESERVATION AREAS AREA #1 0.79 AC AREA #2 1.52 AC AREA #3 1.07 AC AREA #4 6.85 AC AREA #5 0.83 AC AREA #6 2.83 AC AREA #7 2.22 AC AREA #8 1.86 AC AREA #9 1.34 AREA #10 10.57 AC AREA #11 3.81 AC AREA #12 1.96 AC AREA #13 0.47 AC AREA #14 27.89 AC AREA #15 0.99 AC AREA #16 0.30 AC AREA #17 2.65 AC AREA #18 5.85 AC TOTAL 73.62 PROVIDED TPA %21.14 % TREE PRESERVATION CALCULATIONS GROSS PUD AREA 396.05 TOTAL ROW DEDICATION 47.8 ACRES NET PUD AREA 348.25 REQUIRED TPA (15%)52.2 ACRES TARGET TPA (20%)69.65 ACRES TREE PRESERVATION AREAS AREA #1 0.79 AC AREA #2 1.52 AC AREA #3 1.07 AC AREA #4 6.85 AC AREA #5 0.83 AC AREA #6 2.83 AC AREA #7 2.22 AC AREA #8 1.86 AC AREA #9 1.34 AREA #10 10.57 AC AREA #11 3.81 AC AREA #12 1.96 AC AREA #13 0.47 AC AREA #14 27.89 AC AREA #15 0.99 AC AREA #16 0.30 AC AREA #17 2.65 AC AREA #18 5.85 AC TOTAL 73.62 PROVIDED TPA %21.14 % STEEL POST 2' - 0 " WOVEN WIRE FABRIC VARIABLE AS DIRECTED BY THE ENGINEER 8' MAX. GRADE MIN. 12-1/2 GA. INTERMEDIATE WIRES MIN. 10 GA. LINE WIRES TREE PROTECTION AREA DO NOT ENTER ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) WARNING SIGN PLASTIC OR WIRE TIES FRONT VIEWSIDE VIEW WARNING SIGN WARNING SIGN DETAIL PROVIDE WARNING LANGUAGE IN BOTH ENGLISH AND SPANISH, AS SHOWN 40" 36 " 4' - 0 " 4" 4" 4" 4" 4" 4" DO NOT ENTER TREE PROTECTION AREA PARA ARBOLES - NO ENTRE ZONA DE PROTECCION 1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE ( SEE DETAIL TPP-02 FOR EXAMPLES) 2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF. 3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE. 4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER FOR THE REMAINDER 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA. 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS. 8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE AND SPACED AS SHOWN. 36 " NOTES: B. BY SIDEWALK STREET C. BY BUILDING EX. TREE PIT A. IN TREE PIT STREET MIN. (FT) = DBH (IN)x1.25 SIDEWALK EX. TREE DBH MIN. (FT) = DBH (IN)x1.25 BUILDING EX. TREE DBH 1.CONTRACTOR MUST PROVIDE AND INSTALL TREE PROTECTION SIGNAGE. 2.A TREE IMPACT PERMIT IS REQUIRED PRIOR TO INITIATION OF CONSTRUCTION IF ANY TREES ON CITY PROPERTY ARE TO BE IMPACTED BY PRUNING, TRENCHING, BORING, REMOVAL, PAVING, PLANTING, ETC. MIN. (FT) = DBH (IN)x1.25 D. SQUARE LAYOUT E. CIRCULAR LAYOUT EX. TREE DBH EX. TREE DBH MIN. (FT) = DBH (IN)x1.25 TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE NOTES: SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 3 . 0 T R E E P R E S E R V A T I O N P L A N . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 6 : 1 5 : 2 0 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A TR E E P R E S E R V A T I O N PL A N L3.001 inch = 300 ft. 300 GRAPHIC SCALE 0 150 300 600 LEGEND: TREE PRESERVATION AREA - SIGNIFICANT TREE STANDS REFER TO SHEET L2.0 - LANDSCAPE DETAILS FOR TOTAL TREE CANOPY COVERAGE. TP TREE PROTECTION FENCING DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 4/21/2023 SheetNumberViewNumberSCALE:ViewTitleViewNumberViewportScale Revisions K: \ 1 9 \ 1 9 - 0 3 7 0 \ 1 9 0 3 7 2 . 3 0 - C a r o l i n a S p r i n g s P h a s e s 6 - 1 0 \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ L 3 . 1 T R E E P R E S E R V A T I O N A E R I A L . d w g - Th u r s d a y , A p r i l 2 0 , 2 0 2 3 6 : 1 5 : 3 4 P M - PI A T E K N U N E Z , Z E N O N Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l 11 5 M a c K e n a n D r i v e | C a r y , N C 2 7 5 1 1 | t : 9 1 9 . 4 6 9 . 3 3 4 0 | l i c e n s e # : F - 1 4 7 9 | w w w . w i t h e r s r a v e n e l . c o m $n g i n e e r s [ / K a n n e r s [ S T r v e y o r s CA R O L I N A S P R I N G S PH A S E 2 SE C T I O N S 6 - 1 0 HO L L Y S P R I N G S , N O R T H C A R O L I N A 02190372.30 05/09/2022 WR WR 1.FOR APPROVAL 04/21/23 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I EL B . W H A T L EY NO R T H C A R O L I N A TR E E P R E S E R V A T I O N AE R I A L L3.011 inch = 400 ft. 400 GRAPHIC SCALE 0 200 400 800 TREE PRESERVATION AREA PUD BOUNDARY LEGEND: DocuSign Envelope ID: 5B51C8DF-2BB8-44B5-820D-598445E14FC5 T T R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W TTTTTTTTTTTTTTTTTTTT R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W CBU & VI S I T O R P A R K I N G W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R T T T T T T T T T T T T T TT T T T T T T T CBU T T T T T T 795 792 775 765 761 826 828 832 817 787 835 837 834 836 796 794 793 791 790 799 789 798 788 797 779 784 785 786774 773 823 824 821 820 819 816 815 814 813 818 829 830 831 833 759 758 757 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 822 800 802 801 808 803 804 805 806 807 809 S S S S S S SS SS SS SS SS SS SS SS SSSSSSSS SSSSSSSS SSSSSS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S S S EX I S T I N G W E T L A N D S EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS 51' R/W 27' B-B SCM #15 EXISTING POND RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #12 W/ SAFETY FENCE AND 10' EASEMENT CULVERT HEADWALL W/ 5' EASEMENT 27' B - B 20' DE EXISTING WETLANDS EXISTING WETLANDS EXIST I N G W E T L A N D S 30' TOWN OF HOLLY SPRINGS PERIMETER BUFFER OPEN SPACE PARK # 2 SEE C2.11 OPEN S P A C E SEE C 2 . 9 OPEN SPACE PARK # 3 SEE C2.12 EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXISTING WETLANDS 20 ' P R I V A T E G R E E N W A Y EA S E M E N T ( T Y P ) 20 ' S I D E W A L K EA S E M E N T 9' S I D E W A L K E A S E M E N T RETAINING WALL #14 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #16 W/ SAFETY FENCE AND 10' EASEMENT PH2 - S E C T I O N 1 0 PH2 - S E C T I O N 9 VWDE RETAINING WALL #17 W/ SAFETY FENCE AND 10' EASEMENT SCM #14 RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #21 30' LANDSCAPE SCREEN TYPE B-40 LE (TYP) LE (TYP) 30' LANDSCAPE SCREEN TYPE B-225 EXISTING LANDSCAPE SCREENS TO BE REPLANTED IN THE AREAS TO BE GRADED. A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25'0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.5 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.9 1.0 1.0 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.9 1.0 1.1 1.1 1.0 1.0 0.7 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 0.8 0.8 0.9 1.0 0.9 0.9 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.6 0.7 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.8 1.0 0.9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.6 0.9 1.0 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.7 1.0 1.1 0.9 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.8 1.0 1.1 0.9 0.3 0.2 0.1 0.0 0.0 0.0 0.0 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120 40 80 120 160 LEGEND (OUTER to INNER): 0.10 , 0.25 , 0.50 , 1.00 , 1.25 LUMENS - 5342 LIGHT SOURCE: LED, 3000K, 70 CRI MOUNTING HEIGHT: 25 FT FIXTURE: LED 50W ROADWAY ISOFOOTCANDLE CURVES PATTERN: TYPE III, B1-U0-G1(zero light at or above 90 degrees) POLE ASSY# LPOLE-DB-FG-25FT-GRAY-___-P (GRAY) 20'-9" 4' 6' ASSY# LFIX-RW-LED-50-GRAY-III-3000K-___-P 1 OF 3 Holly Springs, NC 1" = 50' Sht. 03/24/2023 ScaleN. Johnson DEP LIGHTING SOLUTIONS CAROLINA SPRINGS 6-10 Drawing No. Designed by Date Reviewed by 21-0386B SITE LIGHTING PLAN Description LED 50w Roadway Size "Arch D" LIGHTING DESIGN TOLERANCE he calculated footcandle light levels in this lighting design are predicted values and are based on specific information that has been supplied to Duke Energy. Any inaccuracies in the supplied information, differences in luminaire installation, lighted area geometry including elevation differences, reflective properties of surrounding surfaces, obstructions (foliage or otherwise) in the lighted area, or lighting from sources other than listed in this design may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will also affect results. PROPRIETARY & CONFIDENTIAL Customer approval__________________________________ Date_____________ REVISIONREV#DATE Rev A 11/30/2021 LED 50w Roadway - Type III - 3000K - Gray BY NJ Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Rev B 03/24/23 Town Comments NJ SL1.00 -120-160 -80 -40 0 40 80 -80 -40 0 120 40 80 120 160 LEGEND (OUTER to INNER): 0.10 , 0.25 , 0.50 , 1.00 , 1.25 LUMENS - 5342 LIGHT SOURCE: LED, 3000K, 70 CRI MOUNTING HEIGHT: 25 FT FIXTURE: LED 50W ROADWAY ISOFOOTCANDLE CURVES PATTERN: TYPE III, B1-U0-G1(zero light at or above 90 degrees) POLE ASSY# LPOLE-DB-FG-25FT-GRAY-___-P (GRAY) 20'-9" 4' 6' ASSY# LFIX-RW-LED-50-GRAY-III-3000K-___-P 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W R R R R W W T T R C B U & V I S I T O R P A R K I N G R R R R R R R R R R R R R R R R R R R R R R R R R R R C B U T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722 723 724 717 725 718 726 756 755 754 753 752 751 750 733 732 731 730 728 729 746 498 497 S S SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S SS SS SS SS 30 " R C P 30" RCP 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) 15 ' X 7 . 5 ' D I S S I P A T E R P A D (N C D O T C L A S S B ) RISER 13 RIM: 282.00' INV. OUT: 274.00' (FES 13) RIM: 279.88' INV. IN: 277.00' (RISER 14) RISER 11 RIM: 277.00' INV. OUT: 271.50' (FES 11) FES 13 RIM: 275.88' INV. IN: 273.00' (RISER 13) FES 11 RIM: 273.88' INV. IN: 271.00' (RISER 11) 30 " R C P 30" RCP 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R FE M A 1 0 0 Y R FL O O D P L A I N EX I S T I N G FL O O D W A Y 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R E5 1 E L E M E N T A R Y S C H O O L CU R R E N T L Y U N D E R CO N S T R U C T I O N EXISTING 100 YEAR FEMA FLOOD FLOODWAY 100 YEAR EXISTING LOCAL FLOODPLAIN RE T A I N I N G W A L L # 9 A W/ S A F E T Y F E N C E RE T A I N I N G W A L L # 9 B W/ S A F E T Y F E N C E AN D 1 0 ' E A S E M E N T RE T A I N I N G W A L L # 8 W/ S A F E T Y F E N C E AN D 1 0 ' E A S E M E N T BOC R25' 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R 10' WIDE ASPHALT GREENWAY TRAIL 30' WIDE GREENWAY EASEMENT 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' ASPHALT GREENWAY EX I S T I N G 1 0 0 Y E A R FE M A F L O O D P L A I N 9' S I D E W A L K E A S E M E N T TP A ( T Y P ) 30 ' H O L L Y S P R I N G S C A P E FE A R B U F F E R FL O O D W A Y EX I S T I N G 1 0 0 Y E A R F E M A FL O O D P L A I N 6" R W M T O B E I N S T A L L E D WI T H E 5 1 P R O J E C T 20 - 0 9 - P S S 16 " D I P W A T E R M A I N T O B E I N S T A L L E D WI T H E 5 1 P R O J E C T TOP OF BANK RETAINING WALL #7 W/ SAFETY FENCE AND 10' EASEMENT RE T A I N I N G W A L L # 1 0 W/ S A F E T Y F E N C E RE T A I N I N G W A L L # 1 1 W / SA F E T Y F E N C E CULVERT HEADWALLS W/ 5' EASEMENT 20' PUE TOP O F B A N K TOP O F B A N K 15' PRIVATE GREENWAY TRAIL EASEMENT (TYP) PROPERTY BOUNDARY PR O P E R T Y B O U N D A R Y RETAINING WALL #19 W/ SAFETY FENCE RETAINING WALL #20 W/ SAFETY FENCE RE T A I N I N G W A L L # 9 B W/ S A F E T Y F E N C E AN D 1 0 ' E A S E M E N T 30 ' L A N D S C A P E S C R E E N TY P E B - 2 2 5 LE ( T Y P ) A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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Johnson DEP LIGHTING SOLUTIONS CAROLINA SPRINGS 6-10 Drawing No. Designed by Date Reviewed by 21-0386B SITE LIGHTING PLAN Description LED 50w Roadway Size "Arch D" LIGHTING DESIGN TOLERANCE he calculated footcandle light levels in this lighting design are predicted values and are based on specific information that has been supplied to Duke Energy. Any inaccuracies in the supplied information, differences in luminaire installation, lighted area geometry including elevation differences, reflective properties of surrounding surfaces, obstructions (foliage or otherwise) in the lighted area, or lighting from sources other than listed in this design may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will also affect results. PROPRIETARY & CONFIDENTIAL Customer approval__________________________________ Date_____________ REVISIONREV#DATE Rev A 11/30/2021 LED 50w Roadway - Type III - 3000K - Gray BY NJ Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Rev B 03/24/23 Town Comments NJ SL1.01 -120-160 -80 -40 0 40 80 -80 -40 0 120 40 80 120 160 LEGEND (OUTER to INNER): 0.10 , 0.25 , 0.50 , 1.00 , 1.25 LUMENS - 5342 LIGHT SOURCE: LED, 3000K, 70 CRI MOUNTING HEIGHT: 25 FT FIXTURE: LED 50W ROADWAY ISOFOOTCANDLE CURVES PATTERN: TYPE III, B1-U0-G1(zero light at or above 90 degrees) POLE ASSY# LPOLE-DB-FG-25FT-GRAY-___-P (GRAY) 20'-9" 4' 6' ASSY# LFIX-RW-LED-50-GRAY-III-3000K-___-P W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R TTT T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R T T T T T T T T T T T T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 627 670 620 628 671 621 664 672 614 622 665 673 615623 666 674 616624 667 675 677 681 680 679 569 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533 534 535 536 537 538 539 540 545 542 543 544 547 546 548 506 638 541 519 716 715 714 713 712 478 493 492494495 501 507 510 508 509 511 504 651 653 654 655 656 660 661 630 629633 499 498 500 502 682 687692 698704 710 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 657 658 634 652 640 594 604 599 609 532 465 588 617 625 668 676 618 626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 491 490 489 488 487 470 471 472 473 474 475 476 477 483 479 480 481 482 485 484 486 696 695 694 690 689693691 688 686 685 684 683 505 503 642 659 639 637 636 589 590 591 592 597 593 595 596 598 600 601 602 607603605606 608 610 611 612 613 662 632 635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 678 497 496 SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SS SS SS SS SS SS SS SS S S SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 30 " R C P 30" RCP 3804120.97 SF RISER 13 RIM: 282.00' INV. OUT: 274.00' (FES 13) RISER 11 RIM: 277.00' INV. OUT: 271.50' (FES 11) FES 13 RIM: 275.88' INV. IN: 273.00' (RISER 13) FES 11 RIM: 273.88' INV. IN: 271.00' (RISER 11) 30 " R C P 30" RCP PI : 1 0 + 0 0 . 0 0 PC : 1 6 + 3 6 . 6 2 PT : 1 7 + 0 7 . 0 7 PI : 1 8 + 1 5 . 5 7 SCM #12 SCM #13 SCM #11 20' DE REFER TO APPROVED CAROLINA SPRINGS PH 1 SECTIONS 1-5 CD SET- 20-17-01 DATED 06/09/2021 PHASES 1-5 SHEET C2.3 REFER TO APPROVED CAROLINA SPRINGS PH 1 SECTIONS 1-5 CD SET- 20-17-01 DATED 06/09/2021 FOR PHASES 1-5 SHEET C2.4 RETAINING WALL #5 W/ SAFETY FENCE (DESIGN BY OTHERS) RETAINING WALL #7 W/ SAFETY FENCE 25' PRIVATE ACCESS EASEMENT BOC R25' R/W R25' BOC R25' BOC R25' EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) ST R E E T L (5 5 ' P U B L I C R O W ) 10' WIDE ASPHALT GREENWAY TRAIL 10' WIDE ASPHALT GREENWAY TRAIL 10' WIDE ASPHALT GREENWAY TRAIL (TYP) 30' WIDE GREENWAY EASEMENT 20' PRIVATE GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC MULTI-USE TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 10' ASPHALT GREENWAY PROPERTY BOUNDARY PROPERTY BOUNDARY RETAINING WALL #7 W/ SAFETY FENCE AND 10' EASEMENT CULVERT HEADWALLS W/ 5' EASEMENT 20' PUE 20' DE 15' PRIVATE GREENWAY TRAIL EASEMENT (TYP) LE (TYP) LE (TYP) LE (TYP) 30' LANDSCAPE SCREEN TYPE B-40 EXISTING LANDSCAPE SCREENS TO BE REPLANTED IN THE AREAS TO BE GRADED. A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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03/24/2023 ScaleN. Johnson DEP LIGHTING SOLUTIONS CAROLINA SPRINGS 6-10 Drawing No. Designed by Date Reviewed by 21-0386B SITE LIGHTING PLAN Description LED 50w Roadway Size "Arch D" LIGHTING DESIGN TOLERANCE he calculated footcandle light levels in this lighting design are predicted values and are based on specific information that has been supplied to Duke Energy. Any inaccuracies in the supplied information, differences in luminaire installation, lighted area geometry including elevation differences, reflective properties of surrounding surfaces, obstructions (foliage or otherwise) in the lighted area, or lighting from sources other than listed in this design may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will also affect results. PROPRIETARY & CONFIDENTIAL Customer approval__________________________________ Date_____________ REVISIONREV#DATE Rev A 11/30/2021 LED 50w Roadway - Type III - 3000K - Gray BY NJ Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Rev B 03/24/23 Town Comments NJ SL1.02 T T R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W TTTTTTTTTTTTTTTTTTTT R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W CBU & VI S I T O R P A R K I N G W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R T T T T T T T T T T T T T TT T T T T T T T CBU T T T T T T 795 792 775 765 761 826 828 832 817 787 835 837 834 836 796 794 793 791 790 799 789 798 788 797 779 784 785 786774 773 823 824 821 820 819 816 815 814 813 818 829 830 831 833 759 758 757 780 781 782 783 768 762 763 825 827 812 811 810 764 766 767 772 769 770 771 760 778776777 822 800 802 801 808 803 804 805 806 807 809 S S S S S S SS SS SS SS SS SS SS SS SSSSSSSS SSSSSSSS SSSSSS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S S S EX I S T I N G W E T L A N D S EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS EXISTING WETLANDS 51' R/W 27' B-B SCM #15 EXISTING POND RETAINING WALL #15 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #12 W/ SAFETY FENCE AND 10' EASEMENT CULVERT HEADWALL W/ 5' EASEMENT 27' B - B 20' DE EXISTING WETLANDS EXISTING WETLANDS EXIST I N G W E T L A N D S 30' TOWN OF HOLLY SPRINGS PERIMETER BUFFER OPEN SPACE PARK # 2 SEE C2.11 OPEN S P A C E SEE C 2 . 9 OPEN SPACE PARK # 3 SEE C2.12 EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXIST I N G W E T L A N D S EXISTING WETLANDS 20 ' P R I V A T E G R E E N W A Y EA S E M E N T ( T Y P ) 20 ' S I D E W A L K EA S E M E N T 9' S I D E W A L K E A S E M E N T RETAINING WALL #14 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #16 W/ SAFETY FENCE AND 10' EASEMENT PH2 - S E C T I O N 1 0 PH2 - S E C T I O N 9 VWDE RETAINING WALL #17 W/ SAFETY FENCE AND 10' EASEMENT SCM #14 RETAINING WALL #13 W/ SAFETY FENCE AND 10' EASEMENT RETAINING WALL #21 30' LANDSCAPE SCREEN TYPE B-40 LE (TYP) LE (TYP) 30' LANDSCAPE SCREEN TYPE B-225 EXISTING LANDSCAPE SCREENS TO BE REPLANTED IN THE AREAS TO BE GRADED. A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' -120-160 -80 -40 0 40 80 -80 -40 0 120 40 80 120 160 LEGEND (OUTER to INNER): 0.10 , 0.25 , 0.50 , 1.00 , 1.25 LUMENS - 5342 LIGHT SOURCE: LED, 3000K, 70 CRI MOUNTING HEIGHT: 25 FT FIXTURE: LED 50W ROADWAY ISOFOOTCANDLE CURVES PATTERN: TYPE III, B1-U0-G1(zero light at or above 90 degrees) POLE ASSY# LPOLE-DB-FG-25FT-GRAY-___-P (GRAY) 20'-9" 4' 6' ASSY# LFIX-RW-LED-50-GRAY-III-3000K-___-P 1 OF 3 Holly Springs, NC 1" = 50' Sht. 03/24/2023 ScaleN. Johnson DEP LIGHTING SOLUTIONS CAROLINA SPRINGS 6-10 Drawing No. Designed by Date Reviewed by 21-0386B SITE LIGHTING PLAN Description LED 50w Roadway Size "Arch D" LIGHTING DESIGN TOLERANCE he calculated footcandle light levels in this lighting design are predicted values and are based on specific information that has been supplied to Duke Energy. Any inaccuracies in the supplied information, differences in luminaire installation, lighted area geometry including elevation differences, reflective properties of surrounding surfaces, obstructions (foliage or otherwise) in the lighted area, or lighting from sources other than listed in this design may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will also affect results. PROPRIETARY & CONFIDENTIAL Customer approval__________________________________ Date_____________ REVISIONREV#DATE Rev A 11/30/2021 LED 50w Roadway - Type III - 3000K - Gray BY NJ Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Rev B 03/24/23 Town Comments NJ SL1.03 -120-160 -80 -40 0 40 80 -80 -40 0 120 40 80 120 160 LEGEND (OUTER to INNER): 0.10 , 0.25 , 0.50 , 1.00 , 1.25 LUMENS - 5342 LIGHT SOURCE: LED, 3000K, 70 CRI MOUNTING HEIGHT: 25 FT FIXTURE: LED 50W ROADWAY ISOFOOTCANDLE CURVES PATTERN: TYPE III, B1-U0-G1(zero light at or above 90 degrees) POLE ASSY# LPOLE-DB-FG-25FT-GRAY-___-P (GRAY) 20'-9" 4' 6' ASSY# LFIX-RW-LED-50-GRAY-III-3000K-___-P 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W R R R R W W T T R C B U & V I S I T O R P A R K I N G R R R R R R R R R R R R R R R R R R R R R R R R R R R C B U T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 741 742 735 743 736 744 737 745 738 739 740 734 719 727 720 721 722 723 724 717 725 718 726 756 755 754 753 752 751 750 733 732 731 730 728 729 746 498 497 S S SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S SS SS SS SS 30 " R C P 30" RCP 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) 15' X 7.5' DISSIPATER PAD (NCDOT CLASS B) 15 ' X 7 . 5 ' D I S S I P A T E R P A D (N C D O T C L A S S B ) RISER 13 RIM: 282.00' INV. OUT: 274.00' (FES 13) RIM: 279.88' INV. IN: 277.00' (RISER 14) RISER 11 RIM: 277.00' INV. OUT: 271.50' (FES 11) FES 13 RIM: 275.88' INV. IN: 273.00' (RISER 13) FES 11 RIM: 273.88' INV. IN: 271.00' (RISER 11) 30 " R C P 30" RCP 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R FE M A 1 0 0 Y R FL O O D P L A I N EX I S T I N G FL O O D W A Y 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R E5 1 E L E M E N T A R Y S C H O O L CU R R E N T L Y U N D E R CO N S T R U C T I O N EXISTING 100 YEAR FEMA FLOOD FLOODWAY 100 YEAR EXISTING LOCAL FLOODPLAIN RE T A I N I N G W A L L # 9 A W/ S A F E T Y F E N C E RE T A I N I N G W A L L # 9 B W/ S A F E T Y F E N C E AN D 1 0 ' E A S E M E N T RE T A I N I N G W A L L # 8 W/ S A F E T Y F E N C E AN D 1 0 ' E A S E M E N T BOC R25' 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30 ' H O L L Y S P R I N G S CA P E F E A R B U F F E R 10' WIDE ASPHALT GREENWAY TRAIL 30' WIDE GREENWAY EASEMENT 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 10' ASPHALT GREENWAY EX I S T I N G 1 0 0 Y E A R FE M A F L O O D P L A I N 9' S I D E W A L K E A S E M E N T TP A ( T Y P ) 30 ' H O L L Y S P R I N G S C A P E FE A R B U F F E R FL O O D W A Y EX I S T I N G 1 0 0 Y E A R F E M A FL O O D P L A I N 6" R W M T O B E I N S T A L L E D WI T H E 5 1 P R O J E C T 20 - 0 9 - P S S 16 " D I P W A T E R M A I N T O B E I N S T A L L E D WI T H E 5 1 P R O J E C T TOP OF BANK RETAINING WALL #7 W/ SAFETY FENCE AND 10' EASEMENT RE T A I N I N G W A L L # 1 0 W/ S A F E T Y F E N C E RE T A I N I N G W A L L # 1 1 W / SA F E T Y F E N C E CULVERT HEADWALLS W/ 5' EASEMENT 20' PUE TOP O F B A N K TOP O F B A N K 15' PRIVATE GREENWAY TRAIL EASEMENT (TYP) PROPERTY BOUNDARY PR O P E R T Y B O U N D A R Y RETAINING WALL #19 W/ SAFETY FENCE RETAINING WALL #20 W/ SAFETY FENCE RE T A I N I N G W A L L # 9 B W/ S A F E T Y F E N C E AN D 1 0 ' E A S E M E N T 30 ' L A N D S C A P E S C R E E N TY P E B - 2 2 5 LE ( T Y P ) A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' 2 OF 3 Holly Springs, NC 1" = 50' Sht. 03/24/2023 ScaleN. Johnson DEP LIGHTING SOLUTIONS CAROLINA SPRINGS 6-10 Drawing No. Designed by Date Reviewed by 21-0386B SITE LIGHTING PLAN Description LED 50w Roadway Size "Arch D" LIGHTING DESIGN TOLERANCE he calculated footcandle light levels in this lighting design are predicted values and are based on specific information that has been supplied to Duke Energy. Any inaccuracies in the supplied information, differences in luminaire installation, lighted area geometry including elevation differences, reflective properties of surrounding surfaces, obstructions (foliage or otherwise) in the lighted area, or lighting from sources other than listed in this design may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will also affect results. PROPRIETARY & CONFIDENTIAL Customer approval__________________________________ Date_____________ REVISIONREV#DATE Rev A 11/30/2021 LED 50w Roadway - Type III - 3000K - Gray BY NJ Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Rev B 03/24/23 Town Comments NJ SL1.04 -120-160 -80 -40 0 40 80 -80 -40 0 120 40 80 120 160 LEGEND (OUTER to INNER): 0.10 , 0.25 , 0.50 , 1.00 , 1.25 LUMENS - 5342 LIGHT SOURCE: LED, 3000K, 70 CRI MOUNTING HEIGHT: 25 FT FIXTURE: LED 50W ROADWAY ISOFOOTCANDLE CURVES PATTERN: TYPE III, B1-U0-G1(zero light at or above 90 degrees) POLE ASSY# LPOLE-DB-FG-25FT-GRAY-___-P (GRAY) 20'-9" 4' 6' ASSY# LFIX-RW-LED-50-GRAY-III-3000K-___-P W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R TTT T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R R R R R R R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R R R R R R R R R R R R R R R R R T T T T T T T T T T T T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 627 670 620 628 671 621 664 672 614 622 665 673 615623 666 674 616624 667 675 677 681 680 679 569 512 513 514 515 516 517 518 525 520 521 522 523 524 527526 529 530531533 534 535 536 537 538 539 540 545 542 543 544 547 546 548 506 638 541 519 716 715 714 713 712 478 493 492494495 501 507 510 508 509 511 504 651 653 654 655 656 660 661 630 629633 499 498 500 502 682 687692 698704 710 564 556 563 555 562 554 561 553 560 552 567 559 551 566 558 550 565 557 549 568 528 469 468 467 466 657 658 634 652 640 594 604 599 609 532 465 588 617 625 668 676 618 626 669 619 647 648 649 650 645 574 582 575 583 576 584 577 585 570 578 586 571 579 587 572 580 573 581 491 490 489 488 487 470 471 472 473 474 475 476 477 483 479 480 481 482 485 484 486 696 695 694 690 689693691 688 686 685 684 683 505 503 642 659 639 637 636 589 590 591 592 597 593 595 596 598 600 601 602 607603605606 608 610 611 612 613 662 632 635 663 631 646 643 641644 709 708 707 706711 700705703702701 699 697 678 497 496 SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SS SS SS SS SS SS SS SS S S SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 30 " R C P 30" RCP 3804120.97 SF RISER 13 RIM: 282.00' INV. OUT: 274.00' (FES 13) RISER 11 RIM: 277.00' INV. OUT: 271.50' (FES 11) FES 13 RIM: 275.88' INV. IN: 273.00' (RISER 13) FES 11 RIM: 273.88' INV. IN: 271.00' (RISER 11) 30 " R C P 30" RCP PI : 1 0 + 0 0 . 0 0 PC : 1 6 + 3 6 . 6 2 PT : 1 7 + 0 7 . 0 7 PI : 1 8 + 1 5 . 5 7 SCM #12 SCM #13 SCM #11 20' DE REFER TO APPROVED CAROLINA SPRINGS PH 1 SECTIONS 1-5 CD SET- 20-17-01 DATED 06/09/2021 PHASES 1-5 SHEET C2.3 REFER TO APPROVED CAROLINA SPRINGS PH 1 SECTIONS 1-5 CD SET- 20-17-01 DATED 06/09/2021 FOR PHASES 1-5 SHEET C2.4 RETAINING WALL #5 W/ SAFETY FENCE (DESIGN BY OTHERS) RETAINING WALL #7 W/ SAFETY FENCE 25' PRIVATE ACCESS EASEMENT BOC R25' R/W R25' BOC R25' BOC R25' EXISTING WETLANDS 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER 30' HOLLY SPRINGS CAPE FEAR BUFFER30' HOLLY SPRINGS CAPE FEAR BUFFER RETAINING WALL #4 W/ SAFETY RAIL (DESIGN BY OTHERS) ST R E E T L (5 5 ' P U B L I C R O W ) 10' WIDE ASPHALT GREENWAY TRAIL 10' WIDE ASPHALT GREENWAY TRAIL 10' WIDE ASPHALT GREENWAY TRAIL (TYP) 30' WIDE GREENWAY EASEMENT 20' PRIVATE GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC GREENWAY TRAIL EASEMENT (TYP) 30' PUBLIC MULTI-USE TRAIL EASEMENT (TYP) 10' WIDE ASPHALT GREENWAY TRAIL 10' ASPHALT GREENWAY PROPERTY BOUNDARY PROPERTY BOUNDARY RETAINING WALL #7 W/ SAFETY FENCE AND 10' EASEMENT CULVERT HEADWALLS W/ 5' EASEMENT 20' PUE 20' DE 15' PRIVATE GREENWAY TRAIL EASEMENT (TYP) LE (TYP) LE (TYP) LE (TYP) 30' LANDSCAPE SCREEN TYPE B-40 EXISTING LANDSCAPE SCREENS TO BE REPLANTED IN THE AREAS TO BE GRADED. A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' A @ 25' 3 OF 3 Holly Springs, NC 1" = 75' Sht. 03/24/2023 ScaleN. Johnson DEP LIGHTING SOLUTIONS CAROLINA SPRINGS 6-10 Drawing No. Designed by Date Reviewed by 21-0386B SITE LIGHTING PLAN Description LED 50w Roadway Size "Arch D" LIGHTING DESIGN TOLERANCE he calculated footcandle light levels in this lighting design are predicted values and are based on specific information that has been supplied to Duke Energy. Any inaccuracies in the supplied information, differences in luminaire installation, lighted area geometry including elevation differences, reflective properties of surrounding surfaces, obstructions (foliage or otherwise) in the lighted area, or lighting from sources other than listed in this design may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will also affect results. PROPRIETARY & CONFIDENTIAL Customer approval__________________________________ Date_____________ REVISIONREV#DATE Rev A 11/30/2021 LED 50w Roadway - Type III - 3000K - Gray BY NJ Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Schedule Symbol Label QTY Description Number Lamps Lumens per Lamp LLF A 31 LED 50w Roadway - Type III - 3000K 1 5342 0.85 Rev B 03/24/23 Town Comments NJ SL1.05