Loading...
HomeMy WebLinkAbout2018-155-E AMS - Triangle Landscaping Sportsplex sidewalkDocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 [Departmental Use Only] TITLE Sportsplex Sidewalk FY 2017 -18 NORTH CAROLINA CONSTRUCTION AGREEMENT UNDER $250,000.00 ORANGE COUNTY THIS CONSTRUCTION AGREEMENT (hereinafter called "Agreement "), made as of the 25th day of April, 2018, by and between Triangle Landscaping Inc, (hereinafter called the "Contractor "), and Orange County, a body politic and a political subdivision of the State of North Carolina, (hereinafter called the "Owner "). WITNESSETH: That the Contractor and the Owner, for the consideration herein named, agree as follows: 1. CONTRACT DOCUMENTS; PRIORITY The Contract Documents consist of this Agreement, the Request for Proposals, Proposal, Construction Drawings, and Written Specifications. The Contract Documents form the Contract. In the event of any inconsistency between or among the Contract Documents the Contract Documents shall be interpreted in the following order of priority: a. This Agreement. b. Designer Approved Bulletins and/or Field Orders. c. Request for Proposals and addenda thereto. d. Proposal. 2. SCOPE OF WORK The Contractor shall furnish and deliver all of the materials, and perform all of the work required by this Agreement within the time period stipulated in a written Notice -to- Proceed to be executed by the Contractor and Owner and in accordance with the following enumerated documents, which are made a part hereof as if fully contained herein: a. Construction Drawings prepared by CRA (Sheet C0.1, C1.0, C1.1, C1.2, C2.1, C2.2, C3.0, C3.1, C3.2, C3.3, C4.0, C4.1, C5.0, C5.1, C5.2, L1.0, L1.1, CL1.0 as pertaining to the sidewalk located along Hwy 70 dated 12/15/17, 9/1/17, 9/26/17, 10/23/17, 12/18/17) b. Written specifications prepared by the project engineer. c. Triangle Landscaping Inc proposal dated April 2, 2018, per scope of work indicated on the listed drawings which fully describes the work to be performed. Such work will hereafter be called the "Work ". d. Related documents listed under Section 1 above. Revised 10/17 1 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 3. TERM AND SCHEDULING a. The Contractor agrees to commence work pursuant to the written Notice to Proceed. b. The Contractor agrees to complete substantially all Work by July 30, 2018. c. Time is of the essence with respect to all dates specified in the Contract Documents as Completion Dates. d. The Contractor shall perform the Work in the time, manner, and form required by the Contract Documents and as stipulated in a written Notice -to- Proceed to be executed by the Contractor and Owner. e. It is expressly understood that the Owner will employ other contractors to perform work as a part of the Project whose work will be performed simultaneously and sequentially with the performance of the Work by the Contractor. It shall be necessary for the Contractor to coordinate its activities with such other contractors, particularly with respect to access to work areas, storage of materials and other common facilities. f. Should the Owner determine that the Contractor is behind schedule Owner may require, at no additional cost to the Owner, the Contractor to expedite and accelerate its efforts, including providing additional resources and working overtime, as necessary, to perform the Work in accordance with the approved project schedule. 4. STANDARD OF CARE a. The Contractor shall exercise reasonable care and diligence in performing the Work in accordance with the highest generally accepted standards of this type of Contractor practice throughout the United States and in accordance with applicable federal, state and local laws and regulations applicable to the performance of these services. Contractor is solely responsible for the professional quality, accuracy and timely completion and/or submission of all work. b. The Contractor shall not load or permit any part of the Work to be loaded with a weight that will endanger its safety, intended performance or configuration. c. Contractor shall be responsible for all errors or omissions caused by its employees, agents, contractors, or assigns in the performance of the Agreement. Contractor shall correct any and all errors, omissions, discrepancies, ambiguities, mistakes or conflicts at no additional cost to the Owner. d. Contractor is an independent contractor of Owner. Any and all employees of the Contractor engaged by the Contractor in the performance of any work or services required of the Contractor under this Agreement, shall be considered employees or agents of the Contractor only and not of the Owner, and any and all claims that may or might arise under any workers compensation or other law or contract on behalf of said employees while so engaged shall be the sole obligation and responsibility of the Contractor. Revised 10/17 2 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 e. If activities related to the performance of this Agreement require specific licenses, certifications, or related credentials Contractor represents that it and /or its employees, agents and subcontractors engaged in such activities possess such licenses, certifications, or credentials and that such licenses certifications, or credentials are current, active, and not in a state of suspension or revocation. 5. PAYMENT & TAXES a. The Owner hereby agrees to pay to the Contractor for the faithful performance of this Agreement, and the Contractor hereby agrees to perform all of the Work for a sum not -to- exceed One Hundred Twenty Six Thousand Three Hundred Fifty Dollars Dollars ($126,350.00). Not later than the fifth (5th) day of each calendar month the Contractor shall submit to the Owner's Representative, generally the architect if an architect is retained on the Work, a Request for Payment for work done during the previous calendar month. i. The Request for Payment shall be in form of a standardized invoice or AIA Document G702 -703 appropriately addressed to Owner's Representative at 131 W. Margarget Lane, Hillsborough NC 27278 and shall show substantially the value of work done during the previous calendar month. ii. The amount due for payment shall be ninety -five percent (95 %) of the value of work completed since the last Request for Payment and this amount shall be paid by the Owner on or before the last business day of the month. Owner shall retain five percent (5 %). 1. Upon Owner's Representative's certification that ninety percent (90 %) of the Work has been satisfactorily completed retainage may be discontinued. Retainage may be discontinued, at Owner's Discretion, so long as work continues to be completed satisfactorily and on schedule. iii. Final payment shall not be due to the Contractor until thirty (30) days after one hundred percent (100 %) of the Work, including punch list work, has been satisfactorily completed and an appropriate affidavit as required in Section 7(c) below has been received by Owner. b. Should Owner reasonably determine that Contractor has failed to perform the Work related to a Request for Payment, Owner, at its discretion may provide the Contractor ten (10) days to cure the breach. Owner may withhold the accompanying payment without penalty until such time as Contractor cures the breach. i. Should Contractor or its representatives fail to cure the breach within ten (10) days, or fail to reasonably agree to such modified schedule, Owner may immediately terminate this Agreement in writing, without penalty or incurring further obligation to Contractor. ii. This section shall not be interpreted to limit the definition of breach to the failure to perform the Work related to a Request for Payment. c. The Contractor has included in the Contract Price and shall pay all taxes assessed by any authority on the Work or the labor and materials used therein. It shall be the Contractor's responsibility to furnish the Owner documentary evidence showing the materials used and sales and use tax paid by the Contractor and each of its subcontractors. 6. INSURANCE AND BONDS Revised 10/17 3 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 a. Minimum requirements — Contractor shall obtain, at its sole expense, Commercial General Liability Insurance, Automobile Insurance, Workers' Compensation Insurance, and any additional insurance as may be required by Owner's Risk Manager as such insurance requirements are described in the Orange County Risk Transfer Policy and Orange County Minimum Insurance Coverage Requirements (each document is incorporated herein by reference and may be viewed at http: / /www.oran eg countync og v /departments /purchasing _division /contracts.php). If Owner's Risk Manager determines additional insurance coverage is required such additional insurance shall be designated here N/A (if no additional insurance required mark N/A as being not applicable). Contractor shall not commence construction work until such insurance is in effect and certification thereof has been received by the Owner's Risk Manager. b. Performance Bonds — Contractor shall furnish bonds covering the faithful performance of the Contract and payment of all obligations arising under any of the Contract Documents or related in any way to the Work. Contractor shall immediately furnish a copy of such bonds to any requesting person who appears to be a potential beneficiary of bonds covering payment obligations arising under any of the Contract Documents. This subsection 6(b) applies only to Contracts of fifty thousand dollars ($50,000.00) or more where the total cost for the project is three hundred thousand dollars ($300,000.00) or more. 7. INDEMNITY a. The Contractor shall indemnify, without limitation, and hold harmless to the maximum extent permitted by law the Owner and its agents and employees from and against any and all claims, damages, losses and expenses, including attorney's fees, arising out of or resulting from the performance or nonperformance of the Work, provided that any such claim, damages, loss or expense (A) is attributable to bodily injury, sickness, disease or death or injury to, or destruction of, property, including the loss of use resulting therefrom; and (B) is caused in whole or in part by any breach of any provision of the Agreement or by any negligent or wrongful act or omission of the Contractor, any Subcontractor, or supplier of the Contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. The indemnification obligation under this paragraph shall not be limited in any way by any limitation of the amount or type of damages, compensation or benefits payable by or for the Contractor or any subcontractor under workers' compensation acts, disability benefits acts or other employee benefit acts. b. The Contractor shall indemnify and hold harmless Owner from any lien of whatever type through the purchase of appropriate bonds and insurance as designated in Section 6 above. In the event any such lien is filed against Owner's property Contractor shall, through such bonds and insurance or at Contractors expense, defend Owner against all such claims of lien. c. Upon completion of the Work the Contractor shall execute an affidavit stating there are no unpaid debts for any work that has been done or materials that have been furnished to the Project prior to and as of the date of substantial completion and further stating that Contractor shall indemnify, save and protect Owner and Owner's lender, if any, harmless from and against any and all claims, liabilities, losses, damages, causes of action, and expenses (including court costs and reasonable attorney's fees related thereto) arising out Revised 10/17 4 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 of, in connection with, or resulting from any such debts and liens. Such indemnification shall be in a form and substance acceptable to Owner. d. By executing this Agreement Contractor agrees to abide by and be bound by the indemnification provisions herein and of Section 7(c) specifically. 8. DISPUTE RESOLUTION AND GOVERNING LAW a. Any dispute with respect to any provision of, or the performance or non - performance of, this Agreement shall be subject to the Dispute Resolution Rules and Procedures for Orange County Design, Building Construction, Renovation, and Repair Projects. The policy is incorporated herein by reference and may be viewed at http: / /www.oran eg countync. ov /departments /purchasing division/contracts.php). b. The laws of the State of North Carolina shall apply to the interpretation and enforcement of this Agreement. Any and all suits or actions to enforce, interpret or seek damages with respect to any provision of, or the performance or nonperformance of, this Agreement or the Contract shall be brought in the General Court of Justice of North Carolina sitting in Orange County, North Carolina and it is agreed by the parties that no other court shall have jurisdiction or venue with respect to such suits or actions. Notice of any claim by Owner or Contractor must be initiated by written notice to the other Party within thirty (30) days of the occurrence of the event giving rise to the claim or within thirty (30) days of the discovery of the event or condition giving rise to the claim, whichever is later. i. Should any claim be made, regardless of whether such claim is made by Owner or Contractor, Contractor shall continue to faithfully and diligently perform the Work in such a manner as to meet all scheduled timelines. Any failure to faithfully and diligently perform the Work may be deemed, by the Owner, a breach of the Contract. ii. If a claim is made such claim shall be made to the initial decision maker, if applicable, who may request more supporting data, reject the claim in whole or in part, approve the claim in whole or in part or advise the parties the claim is unable to be resolved. iii. If a claim is made by the Owner the Owner may, but is not obligated to, notify the surety. 9. NON — APPROPRIATION a. Contractor acknowledges that Owner is a governmental entity, and the validity of this Agreement is based upon the availability of public funding under the authority of its statutory mandate. b. In the event that public funds are unavailable and not appropriated for the performance of Owner's obligations under this Agreement, then this Agreement shall automatically expire without penalty to Owner immediately upon written notice to Contractor of the unavailability and non - appropriation of public funds. It is expressly agreed that Owner shall not activate this non - appropriation provision for its convenience or to circumvent the requirements of this Agreement, but only as an emergency fiscal measure during a substantial fiscal crisis. Revised 10/17 5 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 c. In the event of a change in the Owner's statutory authority, mandate and /or mandated functions, by state and/or federal legislative or regulatory action, which adversely affects Owner's authority to continue its obligations under this Agreement, then this Agreement shall automatically terminate without penalty to Owner upon written notice to Contractor of such limitation or change in Owner's legal authority. 10. NOTICES Any notice required by this Agreement shall be in writing and delivered by certified or registered mail, return receipt requested to the following: Owner: Orange County Attn: Angel Barnes P.O. Box 8181 Hillsborough, NC 27278 Contractor: Triangle Landscaping, Inc PO Box 144 Stem, NC 27581 11. MISCELLANEOUS a. Duties and Obligations imposed by the Contract Documents shall be in addition to any Duties and Obligations imposed by state, federal or local law, rules, regulations and ordinances. b. No act or failure to act by the Owner or Contractor shall constitute a waiver of any right or duty granted them under the Contract Documents, nor shall any act or failure to act constitute any approval except as specifically agreed in writing. c. The Work shall be tested and inspected as required by the Contract Documents and as required by law. Unless prohibited by law the costs of all such tests and inspections related to state and federal codes such as ADA, Administrative, Electrical, Plumbing, Mechanical and Building Codes shall be borne by the Contractor. The costs for material and structural testing shall be conducted by an independent third party at the expense of the Owner. Delays related to any of the aforementioned tests and inspections shall not be grounds for delaying the completion of the work. If any such tests and inspections reveal deficiencies in the Work such that the Work does not comply with terms or requirements of the Contract Documents and/or the requirements of any code or law the Contractor is solely responsible for the cost of bringing such deficiencies into compliance with the terms of the Contract Documents and/or any code or law. d. Should the Architect, if an architect is retained for the project involving the Work, or Owner reject any portion of the Work for failing to comply with the Contract Documents Contractor shall immediately, at Contractor's expense, correct the Work. Any such rejection may be made before or after substantial completion. If applicable, any additional expense borne by the Architect under this section shall be paid at Contractor's expense. e. The Contractor shall not assign any portion of this Agreement nor subcontract the Work in its entirety without the prior written consent of the Owner. f. By executing this Agreement Contractor affirms that Contractor and any subcontractors of Contractor are and shall remain in compliance with Article 2 of Chapter 64 of the North Carolina General Statutes. Revised 10/17 6 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 g. By executing this Agreement Contractor certifies that Contractor has not been identified, and has not utilized the services of any agent or subcontractor identified, on the list created by the State Treasurer pursuant to G.S. 147 - 86.58. h. By executing this Agreement Contractor certifies that Contractor has not been identified, and has not utilized the services of any agent or subcontractor identified, on the list created by the State Treasurer pursuant to G. S. 147 - 86.81. Contractor shall at all times remain in compliance with all applicable local, state, and federal laws, rules, and regulations including but not limited to all state and federal non- discrimination laws, policies, rules, and regulations and the Orange County Non - Discrimination Policy and Orange County Living Wage Policy (each policy is incorporated herein by reference and may be viewed at http: / /www.orangecountync. og v /departments /purchasing division/contracts.php). Any violation of the Orange County Non - Discrimination Policy is a breach of this Agreement and County may immediately terminate this Agreement without further obligation on the part of the County. This paragraph is not intended to limit and does not limit the definition of breach to discrimination. j. This Agreement together with any amendments or modifications may be executed electronically. All electronic signatures affixed hereto evidence the consent of the Parties to utilize electronic signatures and intent of the Parties to comply with Article 11A and Article 40 of North Carolina General Statute Chapter 66. 12. CONSEQUENTIAL AND LIQUIDATED DAMAGES a. Owner and Contractor mutually waive any claim against each other for consequential damages. Consequential Damages include: i. Damages incurred by Owner for loss of use, income, financing, or business. ii. Damages incurred by Contractor for office expenses, including personnel, loss of financing, profit, income, business, damage to reputation, or any other non - direct damages. b. Liquidated damages shall be in accord with the Contract Documents. 13. TERMINATION OR SUSPENSION a. The Owner may, without cause, order the Contractor to terminate, suspend, delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. i. If Owner issues a written order to delay, suspend, or interrupt the Work, and such order is not due to or as a result of any fault on the part of the Contractor or any subcontractor, the Contractor may recover a per diem amount of five hundred dollars ($500.00) per day with a not -to- exceed limit of ten thousand dollars ($10,000.00). ii. In the event of termination by the Owner under this Agreement, the Contractor shall be entitled to receive its reasonable and documented direct costs prior to Revised 10/17 7 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 termination, including the cost of materials purchased for the Work which purchases cannot be canceled or which material cannot reasonably be used by the Contractor on other work, and the cost of closing down the work in a safe and efficient manner. iii. If Owner elects to suspend or terminate the contract pursuant to subparagraphs 13.a.i. or 13 a.ii. the sole remedy available to the Contractor are those listed in the subparagraphs and Contractor is not entitled to any right to further claims for any amount owed or disputed or for payment of damages alleged to have been sustained as a result of Owner's order to delay, suspend, or interrupt the Work. b. The Owner may, with cause, order the Contractor to suspend, delay or interrupt the Work in whole or in part for such period of time as the cause remains. i. If Owner issues a written order to delay, suspend, or interrupt the Work, and such order is due to or as a result of any fault on the part of the Contractor or any subcontractor, the Owner may reduce payment at a per diem amount of five hundred dollars ($500.00) per day. c. Contractor may terminate the Contract if, at the Owner's written direction, the Work is stopped for twenty one (21) consecutive days through no act or fault of the Contractor, their agents or employees, or a subcontractor or their agents or employees or any other person performing work pursuant to the Contract Documents. Contractor may terminate the Contract if a Court or other Public authority having jurisdiction enters a lawful order that requires all work to be stopped and such stoppage lasts for twenty one (21) consecutive days. 14. ENTIRE AGREEMENT All of the documents listed, referenced or described in this Agreement, the written Notice -to- Proceed, together with Modifications made or issued in accordance herewith are the Contract Documents, and the work, labor, materials and completed construction required by the Contract Documents and all parts thereof is the Work. The Contract Documents constitute the entire agreement between Owner and Contractor. This Agreement may be amended only by written instrument signed by both parties. Modifications may be evidenced by facsimile signatures. If any provision of the Agreement shall be declared invalid or unenforceable, the remainder of the Agreement shall continue in full force and effect. [SIGNATURE PAGE TO FOLLOW] Revised 10/17 8 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and date first above written wholly or in a number of counterparts each of which shall, without proof or accounting for other counterparts, be deemed an original contract. ORANGE COUNTY [mot. Neuxwtr� Signature County Manager CONTRACTOR 5/11/2018 a .` ,�,".,,n-a ,r, Signature Brad Lewis Printed Name and Title Revised 10/17 9 President 4/16/2018 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 Angel Barnes From: Brad Lewis < trianglelandscapemgmt @gmaii.com> Sent: Monday, April 02, 2018 2:52 PM To: Angel Barnes Subject: Sport Plex Total for sidewalk job. $121,348.15 Sub division across street $10,200.00 Grange County $111,148.15 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 Angel Barnes From: Brad Lewis <trianglelandscapemgmt @gmail.com> Sent: Monday, April 02, 2018 2:54 PM To: Angel Barnes Subject: Sport Plex This does not include any permits or right of way fees. I don't Have a clue what they would be. DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 Public Street or Sidewalk Construction Acceptance Checklist Before construction of a public street or sidewalk begins: ❑ Utilities plans must be approved and all agencies signed off ❑ Lighting plans must be approved and all agencies signed off ❑ Pavement marking plans must be approved and all agencies signed off • Signage plans must be approved and all agencies signed off • All permits and approvals must be granted During construction of a public street or sidewalk: ❑ The Town may perform inspection at any time for quality assurance purposes ❑ Developers must conduct typical inspections and provide reports to the town (roadway and sidewalk preparation, proof - rolling etc.) ❑ Town must be notified 24 -hours in advance before of tests performed ❑ Developers must test concrete for sidewalks, driveway aprons, and curbing and provide concrete strength reports to town ❑ Any changes to approved plans must be reviewed and approved by staff prior to changes being made ❑ Preliminary inspections must be conducted to generate damages and repairs list ❑ Punch list will be developed by town staff Final inspection of a public street or sidewalk: ❑ A final inspection will be conducted by the town when a minimum of 75% of houses /structures have Certificate of Occupancy ❑ Construction inspection is required for streets, sidewalks, stormwater infrastructure, and accessibility requirements ❑ Materials testing inspection reports must be provided to the town for street related infrastructure including but limited to: • Curb /gutter ® Sidewalks i Stormwater system ® Driveways ❑ Town staff will inspect trees and landscaping, signage, and pavement markings for plan compliance Before final acceptance of a public street or sidewalk: ❑ Developer must provide certification of plan compliance ❑ Developer must provide certification of ADA compliance ❑ Developer must provide certification that all roads are constructed to NCDOT and Town of Hillsborough standards (Engineer must sign and seal document) ❑ All change orders must be documented and reported to town ❑ Scaled as -built drawings must be provided to the town showing all utilities and total linear footage of streets and sidewalks (hard copy and electronic copies) ❑ As -built stormwater infrastructure information must be submitted electronically in accordance with the current version of The Town of Hillsborough As -Built Submittal Requirements document. ❑ Substantial completion certificate must be provided to town ❑ Inspection reports must be provided to town ❑ Schedule of values for road and sidewalk construction costs must be provided to town ❑ Maintenance agreements must be in place (landscaping, custom signage etc.) ❑ Compliance with checklists must be established ❑ Easements and plats must be recorded Warranty Period: ❑ One year warranty period begins once the Town Board accepts streets ❑ A street infrastructure warranty inspection will occur ten months after street acceptance. A punch list of items to be repaired will be provided to the developer /owner. DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 1 EXHIBIT 1 - - -- GENERAL CONDITIONS Table of Contents Page Article1. Definitions ........................................................................................ ..............................3 Article 2. Correlation, Interpretation, and Intent of Contract Documents ....... ..............................7 Article 3. Familiarity with Work, Conditions and Laws .................................... ..............................8 Article4. Bonds .............................................................................................. ..............................9 Article 5. Insurance and Indemnity ................................................................ ..............................9 Article 6. Other Record Documents and Submittals ...................................... .............................16 Article7. Contractor ....................................................................................... .............................18 Article8. Owner ............................................................................................ .............................26 Article 9. Construction Manager ................................................................... .............................26 Article10. Designer ...................................................................................... .............................26 Article 11. Testing and Surveying ................................................................. .............................27 Article 12. Separate Contracts ...................................................................... .............................27 Article13. Contract Time ............................................................................. .............................28 Article 14. Changes in the Work .................................................................. .............................31 Article 15. Change of the Contract Price ..................................................... .............................33 Article 16. Unforeseen Conditions ................................................................ .............................35 Article 17. Correction of Work before Final Payment .................................. .............................35 Article 18. Correction of Work after Substantial Completion; Warranties and Guaranties ........ 36 Article 19. Owner's Right to Do Work .......................................................... .............................37 Article20. Partial Payments ........................................................................ .............................37 Article21. Final Payment ............................................................................. .............................40 Article 22. Contractor, Subcontractor and Supplier Affidavit ....................... .............................41 Article 23. Assignments and Subcontracts ................................................... .............................41 Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 2 Article 24. Measurements ........................................................................... .............................41 Article 25. Contractor and Subcontractor Relationships ............................. .............................42 Article26. Use of Premises ........................................................................ .............................42 Article 27. Cutting, Patching and Fitting ..................................................... .............................42 Article 28. Dispute Resolution ................................................................... .............................43 Article29. Taxes ......................................................................................... .............................43 Article 30. Operation of Owner's Facilities .................................................. .............................44 Article 31. Third Party Beneficiary Clause .................................................. .............................44 Article 32. Measurement of Quantities ....................................................... .............................44 Article 33. Termination by the Owner for Cause ........................................ .............................44 Article 34. Termination or Suspension by the Owner for Convenience ...... .............................45 Article 35. Minority Business Enterprise Program ........................... .............................46 Article 36 E- Verify, Iran Divestment, Israel Boycott, and Digital ....... .............................46 Article37. General ...................................................................................... .............................46 Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 ARTICLE 1. DEFINITIONS 1.1 Agreement - The Construction Contract, these General Conditions, and any Supplementary Conditions. 1.2 AIA - The American Institute of Architects. 1.3 ASTM - The American Society for Testing and Materials. 1.4 Beneficial Occupancy — Use of the Project by the Owner after Substantial Completion, but prior to Final Completion.. 1.5 Change Order - A written order to the Contractor signed by the Owner and the Designer authorizing an addition, deletion, or revision in the Work and /or an adjustment in the Contract Price and /or the Contract Time issued after execution of the Construction Contract. See paragraph 14.1. 1.6 Completion Date - Those dates identified as Completion Dates in the Contract Construction Schedule or elsewhere in the Contract Documents. 1.7 Construction Contract — The document executed by the Contractor and the Owner to formally memorialize their consent to the terms of the Agreement. 1.8 Construction Change Directive — A written order to the Contractor signed by the Owner and the Designer directing an addition, deletion, or revision in the Work after execution of the Construction Contract, in circumstances when the parties have been unable to agree on an adjustment to the Contract Price or the Contract Time, but the Owner requests that the Contractor proceed with said addition, deletion, or revision in the Work subject to adjustment of the Contract Price and /orContract Time under the procedures described herein. 1.9 Construction Manager(s) - The person(s) or firm designated as the Construction Manager in the Contract Documents, or their authorized representatives. The Construction Manager(s), as referred to herein, will be referred to hereinafter as if each were of the singular number and masculine gender. 1.10 Contract Construction Schedule - That schedule described in Article 13 hereof and identified as the Contract Construction Schedule. 1.11 Contract Documents - All of the documents that make up the Agreement, plus the Drawings and Specifications that describe the scope of the Work, plus allowable Modifications to the Contract Documents. 1.12 Contract Price - The total monies payable to the Contractor under the Contract Documents pursuant to paragraph 15.1 of the Agreement. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 4 1.13 Contract Time - The number of calendar days stated in, or computed from, the Contract Documents for the completion of the Work, or any portion thereof. See, particularly, Article 13 hereof and the Contract Construction Schedule. Time of completion as specified therein is of the essence. The time used and referred to on the Project will be that time which is observed in Raleigh, North Carolina, being Eastern Daylight Savings Time (EDT), Eastern Standard Time (EST), or other as designated by the Designer. 1.14 Contractor - The Contractor shall be that party identified as such in the Contract Documents. 1.15 Days - Unless otherwise indicated, the term "days" shall mean consecutive calendar days. 1.16 Daylight Hours - The hours or portions of hours between sunrise and sunset local time. 1.17 Designer(s) — The person or firm designated as the Designer in the Contract Documents, or their authorized representatives. The Designer(s), as referred to herein, shall mean architect, landscape architect, and /or engineer. They will be referred to hereinafter as if each were of the singular number and masculine gender. On projects for which there is no Designer designated references to approvals or authorizations of or by the Designer shall be interpreted to refer to approvals or authorizations of Owner or Owner's designee. 1.18 Drawings - The Drawings are the graphic and pictorial portions of the Contract Documents, wherever located and whenever issued, showing the design, location, and dimensions of the Work, and generally including plans, elevations, sections, details, schedules and diagrams. A list of the Drawings is contained in the Contract Documents. 1.19 Field Order - A written order issued by the Designer which clarifies or interprets the Contract Documents or orders minor changes in the Work in accordance with the Contract Documents. See paragraph 14.2. 1.20 Final Completion - The point at which the Contractor has completed the Work, with the exception of guaranty and warranty obligations and as determined by the Designer and becomes entitled to final payment upon the recommendation of the Designer and determination by the Owner. 1.21 The words "furnish," "furnish and install," "install," and "provide" or words with similar meanings shall be interpreted, unless otherwise stated, to mean furnish and install complete, in place and ready for service. 1.22 Liquidated Damages — See paragraph 13.18 of these General Conditions. 1.23 Modification - (A) a written amendment to the Contract Documents signed by the Owner and the Contractor and identified therein as such, (B) a Change Order, (C) Construction Change Directive, or (D) a Field Order. A Modification may only be issued after execution of the Agreement. 1.24 Notice of Award - The written notice by the Owner to the Contractor that the Contractor is the successful Bidder and that upon compliance with the conditions precedent to be fulfilled by Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 the Contractor within the time specified, the Owner will execute and deliver the Agreement to him. 1.25 Notice to Proceed - See paragraph 13.3. 1.26 Owner - The Owner is the person designated as such in the Agreement. 1.27 Owner's Authorized Representative - A person, or persons, employed by the Owner and designated from time to time by written notice to the Contractor to administer the Contract Documents, and to observe and monitor the Work on behalf of the Owner with authority and responsibility as herein specified. 1.28 Notice - The term "notice" or "written notice" as used herein shall mean and include all written notices, demands, instructions, and claims approvals and disapprovals furnished by the Owner or the Designer to obtain compliance with the requirements of the Contract Documents, as well as all written notices, demands, instructions and claims furnished by the Contractor as required by the Contract Documents. Where notice is required under the terms of the Contract Documents written notice shall always be required, and oral or "constructive" notice shall be insufficient and ineffective as notice. Email or other electronic delivery shall be insufficient and ineffective as notice unless specifically allowed by the Supplementary Conditions or a Modification to the Agreement. Written notice shall be deemed to have been duly served on the date that it is delivered in person to the individual or to a member of the firm, to an officer of the corporation for whom it is intended, to an authorized representative of such individual, firm, or corporation, or on the date that it is mailed by registered or certified mail, return receipt requested, addressed to the last business address of such individual, firm, or corporation known to the person giving the notice. Written notice may also be given by facsimile transmission, provided that proof of delivery is obtained. In the case of delivery in person, such delivery shall not be effective unless and until a written and signed receipt showing the date and time of delivery is obtained. 1.29 Project - The total construction of which the Work performed under the Contract Documents may be the whole or a part. 1.30 Project Expediter — As used herein, is an entity stated in the Contract Documents, designated to effectively facilitate scheduling and coordination of Work activities. For the purpose of a single prime contract, the single prime contractor is designated as the Project Expediter. For the purpose of a project involving separate prime contracts, the Contractor for general work shall be designated as the Project Expediter unless otherwise indicated in the Supplementary General Conditions. See paragraph 7.27. 1.31 Project Manager - That person designated by the Contractor in accordance with paragraph 7.2 who shall be in general charge of the Work and its performance and who shall have the authority set forth in the last sentence of paragraph 7.2. 1.32 Request for Information - A written communication from the Contractor to the Designer for any interpretation of, or information needed, required, or desired under the Contract Documents. The Owner reserves the right to determine the reasonable format and contents required for a Request for Information. In any Request for Information, the Contractor shall state a reasonable date by which a response is necessary in order to avoid delay in progress on the Work and shall Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 make such request sufficiently in advance of such date as to avoid any such delay. The Designer shall respond in writing to the Request for Information by the date stated by the Contractor unless he cannot reasonably do so, in which case he shall prior to that date notify the Contractor of the date by which he can reasonably respond. The Contractor shall not be entitled to any additional time for the completion of the Work or any portion thereof by reason of the Designer's failure to respond if he has not submitted his Request for Information sufficiently in advance to allow the Designer a reasonable time within which to respond. 1.33 Request for Payment - The form, in the form of AIA Document G702 (latest ed.) or other published document approved by Owner, which is to be used by the Contractor in requesting progress payments and which is to include a Schedule of Values as required by the Contract Documents and an affidavit of the Contractor that progress payments theretofore received from the Owner on account of the Work have been applied by the Contractor to discharge in full all the Contractor's obligations incurred in connection with Work covered by all prior applications for payment. See paragraph 20.2. 1.34 Resident Superintendent - That person designated by the Contractor in accordance with paragraph 7.2 who has day -to -day responsibility for the prosecution of the Work and the obtaining of proper materials and equipment, and adequate labor and who shall have the authority set forth in the last sentence of paragraph 7.2. 1.35 Schedule of Values - Any breakdown of the Contract Price which may be required by the Contract Documents, and designated as such. See paragraph 20.1. 1.36 Specifications - That portion of the Contract Documents consisting generally of the written requirements for materials, equipment, construction systems, standards, and workmanship for the Work and performance of related services. 1.37 Subcontractor - A person, firm, or corporation who has entered into a direct contract with the Contractor to perform any of the Work at the Project. 1.38 Submittal - Shop drawings, product data, samples, and other documents required by the Contract Documents to be submitted by the Contractor to the Designer. 1.39 Submittal Register - See paragraph 13.2 of these General Conditions. 1.40 Substantial Completion - The point at which the Work, and Work by other Contractors on or in connection with the Project, as determined by the Designer, is sufficiently complete in accordance with the Contract Documents that it can be beneficially occupied by the Owner, and the Work can be utilized by the Owner for its intended use, and all necessary permits and permissions for Beneficial Occupancy and utilization having been obtained by the Contractor. All operations and maintenance manuals, Owner training, and as -built drawings must be submitted prior to Substantial Completion being achieved. 1.41 Sub - subcontractor - A person or entity that has a direct or indirect contract with a Subcontractor to perform any of the Work at the Project. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 7 1.42 Work - The construction and services required by the Contract Documents, including all labor, materials, equipment, and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. 1.43 All references in the Contract Documents to the masculine shall be interpreted as including the feminine or neuter and all references in the Contract Documents to the singular or the plural shall be interpreted as including the other, as may be appropriate in the reasonable interpretation of the Contract Documents. ARTICLE 2. CORRELATION, INTERPRETATION AND INTENT OF CONTRACT DOCUMENTS 2.1 It is the intent of the Specifications and Drawings and other Contract Documents to describe a complete Project in accordance with the Contract Documents. 2.2 The Contract Documents are complementary; what is called for by one is as binding as if called for by all. If the Contractor finds a conflict, error or discrepancy in the Contract Documents, the Contractor shall notify the Designer in writing before proceeding with the Work affected thereby. In resolving such conflicts, errors and discrepancies, the Contract Documents shall be given preference in the following order: Construction Contract, Modifications, Addenda, General Conditions, Specifications, and Drawings. Figure dimensions on Drawings shall govern over scale dimensions, and detailed Drawings shall govern over general Drawings. Any Work that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not it is specifically called for. Work, materials or equipment described in words which, so applied, have a well -known technical trade meaning shall be deemed to refer to such meaning and to incorporate any recognized standards which are a part of such meaning if not otherwise defined within the Contract Documents. 2.3 Miscellaneous items, accessories and work which are not specifically mentioned, but which are essential to produce a complete and properly operating installation, or useable structure or plant providing the indicated function shall be furnished and installed without change in the Contract Price. Such miscellaneous items and accessories shall be of the same quality standards, including material, style, finish, strength, class, weight and other applicable characteristics, as specified for the major component of which the miscellaneous item or accessory is an essential part, and shall be approved by the Designer before installation. This requirement is not intended to include major components not covered by or inferable from the Contract Documents. 2.4 The Work of all trades under the Contract Documents shall be coordinated by the Contractor in such a manner as to obtain the best workmanship possible for the entire Project and all components of the Work shall be installed or erected in accordance with the best practices of the particular trade. 2.5 The Contractor shall fully complete the Work and shall be responsible for all of the Work under the Contract Documents to which the Construction Contract applies. If the Contractor is prevented from doing so by any limitation of the Contract Documents, the Contractor shall immediately give notice thereof to the Designer and the Owner in writing. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 S 2.6 Standard specifications or manufacturers' literature, when referenced, shall be of the latest revision or printing unless otherwise stated and is intended to establish the minimum requirements acceptable. 2.7 For those materials specified without the use of brand names, the Contractor shall submit within thirty (30) days after his receiving the Construction Contract for signatures, any product that meets the express requirements of the Specifications. Such Submittal shall include manufacturer's data, test reports, performance data and certifications, samples, erection details, and other applicable information as required to permit determination by the Designer whether such proposed products are suitable. The Designer shall be the sole judge as to the suitability of any proposed product. The burden of proof of quality rests with the Contractor. 2.8 The Contractor is required to examine and read the complete set of Contract Documents for information concerning the Work, because some of the Work for which the Contractor will be responsible may be indicated on or in documentation applying primarily to the Work of one or more other separate prime contractors. No allowance will be made for the Contractor's failure to become familiar with the complete set of project documents. 2.9 Contractor's requests for clarification or information shall clearly define the cause(s) of Contractor's request and, as appropriate, shall include Contractor's interpretation and Contractor's proposed solution. ARTICLE 3. FAMILIARITY WITH WORK, CONDITIONS AND LAWS 3.1 The Contractor has investigated prior to bidding and is satisfied with all conditions affecting the Work, including but not restricted to those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electrical power, roads and uncertainties of weather, or similar physical conditions at the Project site, and the character of equipment and facilities needed prior to and during prosecution of the Work. The Contractor is satisfied as to the character, quality and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from inspection of the Project site, including all exploratory work done by the Owner, as well as from information presented by the Contract Documents, or any other information made available to the Contractor prior to receipt of bids. Any failure by the Contractor to become acquainted with the available information shall not relieve the Contractor from the responsibility for estimating properly the difficulty or cost of successfully performing the Work. 3.2 The Contractor shall be entitled to make all inferences from the Contract Documents that would reasonably be made by a contractor having knowledge and experience with similar work; however, the Contractor shall not be entitled to infer from the Contract Documents any fact or condition which would not be inferred by a contractor having knowledge and experience with similar work and the Contractor shall be required to obtain independently such other information as a knowledgeable and experienced contractor would prudently obtain in order to evaluate any such condition. 3.3 The Contractor specifically acknowledges familiarity with all Federal, State, and local laws, ordinances, rules, and regulations which may in any manner affect those engaged or employed in the Work, or the materials or equipment in or about the Work, or in any way affect the conduct of the Work and agrees that the Contractor and the Contractor's employees, subcontractors, Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 W and suppliers will, at all times, comply with same. If the Contractor shall discover any provisions in the Contract Documents which are contrary to or inconsistent with any such law, ordinance, rule, or regulation, the Contractor shall immediately give notice thereof to the Designer and the Owner in writing, identifying any items of Work affected, and the Contractor shall not proceed until the Contractor has received written direction from the Designer with respect to these items. If the Contractor performs contrary to or inconsistently with any such law, ordinance, rule, or regulation without such written direction, the Contractor shall bear all costs which are a consequence of such performance. 3.4 At times selected by the Designer after execution by the Contractor of the Construction Agreement, a pre- construction conference shall be scheduled and conducted for the benefit of the Project. ARTICLE 4. BONDS 4.1 A performance bond in the full amount of the Contract Price shall be required of the Contractor to guarantee the faithful performance of the Work in compliance with the Contract Documents, in such form as may be required by law and approved by the Owner. The bond shall be dated the same date as the Construction Contract and must be accompanied by a current copy of the power of attorney for the attorney -in -fact executing such bond on behalf of a surety company licensed to do business in the state of North Carolina. 4.2 A payment bond in the full amount of the Contract Price shall be required of the Contractor to guarantee the payment of all labor and material costs or claims in connection with compliance with the Contract. The payment bond shall be in such form as may be required by law and approved by the Owner. Said bond shall be dated and executed in the same manner as the performance bond in paragraph 4.1. ARTICLE 5. INSURANCE AND INDEMNITY 5.1 CONTRACTOR PROVIDED INSURANCE The Contractor shall, without limiting its obligations or liabilities, procure, pay for and maintain such insurance as is required by law and as is required by this Agreement to protect the Contractor and the Owner from claims for damages for bodily injury, including death, and from claims for property damage which may arise from the Contractor's or its representatives', consultants', Subcontractors', agents', or employees' operations under this Agreement. Such insurance shall be of the kinds and have limits of liability and coverages not less than the minimum limits hereinafter specified or required by law, whichever is greater. The Owner makes no representation as to the adequacy or sufficiency of such coverages. The following requirements shall in no way be construed to limit or eliminate the liability of the Contractor, which arises from performance of Work under the Agreement. The Contractor is strictly responsible for any losses, claims, and costs of any kind which exceed the Contractor's limits of liability, or which may be outside the coverage scope of the policies. The insurance specified shall be provided by an insurer approved by the Owner, authorized to do such business in the State of North Carolina, and on terms approved by the Owner. Insurance companies utilized shall have a minimum rating of A- and Class VII as evaluated by the most current A.M. Best Rating Guide. If the insurer has a Best Rating less than A- and Class VII, the Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 10 Contractor must receive specific written approval from the Owner prior to proceeding with any Work under the Agreement. All agents and brokers shall hold valid licenses from the State of North Carolina. Before commencing mobilization to the Project site and not later than 7 days after the receipt of the Construction Contract by the Contractor for signatures, the Contractor shall furnish to the Owner a certificate or certificates of insurance in a form satisfactory to the Owner. Upon request of the Owner, the Contractor shall provide the Owner with certified copies of the insurance policies required by this Article, including without limitation declaration pages, conditions, exclusions and endorsements, and confirmation that each policy premium has been paid for the required term of this Agreement. A copy of the umbrella policy shall be provided to the Orange County Risk Manager. Certificates shall be signed by a person authorized by that insurer to bind coverage on its behalf. All insurance policies shall provide, as evidenced by Certificates of Insurance, that the insurance shall not be canceled, reduced, restricted, or changed in any way without at least 30 days prior written notice to the Owner. With regard to expiration, cancellation, reduction, restriction, or any other change, certificates shall state: "Should any of the following described policies be canceled before expiration date or be due to expire within 30 days, the insurer shall mail 30 days prior written notice to named certificate holder." In the event of any such cancellation, non - renewal, reduction, restriction, or change in any insurance, the Contractor is obligated to replace such insurance within 7 days without a gap in coverage and file accordingly such notice with the Owner, and other interested parties. Failing immediate receipt of evidence of such replacement of insurance the Owner reserves the right to procure such insurance as the Owner considers desirable and the Contractor shall pay or reimburse the cost of the premium in respect thereof. It is expressly provided, however, that any action or inaction on the part of the Owner in this respect shall in no way change or reduce the Contractor's responsibilities and liabilities under this Agreement. Self- funded, policy fronting, or other non -risk transfer insurance mechanisms are not acceptable without prior written approval of the Owner. Full disclosure of such a program must be made prior to commencing mobilization to the Project site. Failure to make a full disclosure constitutes a material breach of the Agreement, justifying termination for default. The Contractor shall name the Owner, the Designer, the Designer's consultants, and the Construction Manager as additional insureds under all its insurance contracts (except workers' compensation) with respect to and including without limitation liability arising out of activities performed by or on behalf of the Contractor, products and completed operations of the Contractor, and automobiles owned, hired, leased, or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to additional insureds. For any claims related to this Project, the Contractor's insurance or self- insurance shall be primary and noncontributory with respect to the Owner's insurance. Any insurance or self - insurance maintained by the Owner shall be excess and noncontributory with respect to the Contractor's insurance. All policies of insurance shall contain a clause waiving rights of subrogation against the Owner, unless the Owner approves otherwise in writing. Limits of coverage are not to be amended by deductible clauses of any nature without the express written consent of the Owner. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 11 The Contractor shall be solely responsible for any deductible assumptions that may exist in any insurance policies required under this Agreement. In addition, the Contractor shall be responsible and shall not be reimbursed for any losses arising from any risk or exposure not insured as required herein, or not covered as a result of a normal policy exclusion or that falls within the self- insured retention, if Contractor self- insured. The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. The claim provisions in the Contractor's insurance policies must specifically state the insurance company or Contractor's Third Party Administrator, if self- insured, has both the right and duty to adjust a claim and provide defense. The policies shall not contain any provision or definition which would serve to exclude or eliminate from coverage third party claims, including exclusions of claims for bodily or other injury to shareholders, partners, officers, directors, or employees of the insured, the premises owner, real estate manager, or the insured's Subcontractor, or any family relative of such persons. If the policies contain any warranty stating that coverage is null and void (or words to that effect) if the Contractor does not comply with the most stringent regulations governing the Work, it shall be modified so that coverage shall be afforded in all cases except for the Contractor's willful or intentional noncompliance with applicable government regulations. Any failure by any person to comply with reporting or other provisions of the policy including breach of warranties, shall not affect coverage provided to the Owner and its representatives, officials, and employees. The insolvency or bankruptcy of the Insured or of the Insured's estate shall not relieve the insurance companies of their obligations under these policies. Any clauses to the contrary are unacceptable and must be stricken. Failure to comply with these requirements shall be a material breach of this Agreement justifying termination for default. 5.1.1 Worker's Compensation and Employers' Liability Insurance The Contractor and its Subcontractors shall procure and maintain Workers' Compensation Insurance in the amount and type required by the State of North Carolina and federal law for all employees employed under the Agreement who may come within the protection of Workers' Compensation Laws and covering all operations under the Agreement whether performed by the Contractor or by his Subcontractors. In jurisdictions not providing complete Workers' Compensation protection, the Contractor and his Subcontractors shall maintain employers' liability insurance in an amount, form, company, and agency satisfactory to the State of North Carolina and the Owner for the benefit of all employees not protected by Workers' Compensation Laws and covering all operations under the Agreement whether performed by the Contractor or by his Subcontractors. The Contractor shall pay such assessments as will protect the Contractor and the Owner from claims under the Workers' Compensation Laws, workers' or workmen's compensation disability benefits, and other similar employee benefit acts. The current Experience Modification Factor shall be indicated on the Certificate of Insurance. Coverage under this section shall be as required by federal and state Workers' Compensation and Occupational Disease Statutes, and shall have minimum limits as follows: Coverage A: Statutory, State of North Carolina Employers' Liability: Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee $1,000,000 Such insurance shall include Voluntary Compensation coverage, a Waiver of Subrogation Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 12 in favor of the Owner as well as other endorsements that may be required by applicable jurisdictions. 5.1.2 Automobile Liability Insurance The Contractor shall procure and maintain automobile insurance against liability for bodily injury and property damage as described below, that may arise with respect to the Work being performed under the Agreement, and as will provide protection from claims which may arise out of or result from the Contractor's performance of the Work and the Contractor's other obligations under the Agreement, whether such performance of the Work is by the Contractor, by any representative or Subcontractor, by anyone, both officially and personally, directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable. This policy of insurance shall carry the following minimum Limit of Liability: Combined Single Limit $1,000,000. The policy of insurance shall contain or be endorsed to include the following: a) owned, hired, and non -owned automobile liability. b) If the policy contains a warranty stating that coverage is null and void (or words to that effect) if the transporter does not comply with the most stringent regulations governing the Work, it shall be modified so that coverage shall be afforded in all cases except for the transporter's willful or intentional noncompliance with applicable government regulations. Any failure by any party to comply with reporting or other provisions of the policy including breach of warranties, shall not affect coverage provided to the Owner and its representatives, officials, and employees. No subcontracting of waste hauling shall be permitted without prior, written approval of the Owner. 5.1.3 General Liability This policy must be written on an Occurrence basis, with the following minimum Limits of Liability: General Aggregate per project $2,000,000.00 Products /Completed Operations Aggregate $2,000,000.00 Bodily Injury and Property Damage csl /each occurrence $1,000,000.00 Personal Injury and Advertising Injury $2,000,000.00 The policy of insurance shall contain or be endorsed to include the following: a) Blanket Contractual Liability covering Contractor's indemnification obligations under this Agreement, in accordance with ISO policy form CG 00 01. Modifications to the standard provision will not be acceptable if they serve to reduce coverage. b) Premises /Operations Liability. c) Explosion, collapse, and underground fault. d) Independent Contractors and Independent Subcontractors coverage. e) Broad Form Property Damage. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 13 f) Personal Injury g) Cross Liability /Severability of Interest clause. h) Employer's Stop -Gap Liability endorsement, if applicable. i) Amendment of the Pollution Exclusion Endorsement to allow coverage for bodily injury or property damage caused by heat, smoke, or fumes from a hostile fire. j) Designated General Aggregate Limit Endorsement if required by the Contract Documents. Coverage shall remain continuously in effect and without interruption for at least 6 years from the date of the Notice of Award and shall include coverage for exposures arising from operations that have been completed. The Contractor shall furnish the Owner and each other additional insured listed in the Agreement to whom the Certificates have been issued, evidence satisfactory to the Owner of continuation of such insurance at the date of Preliminary Acceptance and each year thereafter. 5.1.4 Pollution Legal Liability (PLL) Pollution Legal Liability coverage will be provided if required by the Supplementary General Conditions. 5.1.5 Umbrella Liability The Contractor shall maintain an occurrence basis (as distinguished from a "claims made" basis) Umbrella Liability policy (true follow form) over the underlying General Liability, Automobile Liability, and Employer's Liability, with the following limits of liability: Each Occurrence $3,000,000, Aggregate $3,000,000. On a fully insured basis such coverage will be subject to a deductible no greater than $10,000 per occurrence where coverage is not provided by the underlying insurance, but is provided by the Umbrella Liability policy. The Contractor may use any combination of primary and umbrella insurance policies to comply with the insurance requirements, provided the resulting insurance is equivalent to the insurance stated herein. All Occupational Disease exclusions must be deleted. Any Pollution Exclusion must be amended to allow coverage for bodily injury or property damage caused by spill, upset, overturn, heat, smoke, or fumes from a hostile fire. 5.1.6 Property Insurance The Contractor shall purchase All Risk Property Insurance on a Completed Value Form in the names of the Owner, Contractor, Subcontractors, and sub - subcontractors as their interests may appear with limits as follows: a) Full insurance value of the Work, or b) Amount equal to the Contract Price for the Work, whichever is higher. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 14 The Contractor is responsible for all physical damage to owned or rented machinery, tools, equipment, forms, and other items owned, rented or used by the Contractor and /or Subcontractor(s) in the performance of the Work. The insurance coverage evidencing such shall include a waiver of subrogation in favor of the Owner. 5.1.7 Valuable Papers and Records The Contractor shall provide valuable papers and records insurance with coverage in an amount commensurate with project scope and set forth in the Supplementary General Conditions. 5.1.8 Claims The Contractor shall notify the Owner within 24 hours of any claims or alleged claims received by the Contractor covered by any of the policies of insurance required in this Agreement. The Contractor shall provide a written copy of the claim or alleged claim to the Owner within 3 days of the Contractor's receipt of the claim or alleged claim. If a claim is settled to the satisfaction of the claimant, the Contractor shall submit a copy of the claimant's release to the Owner. If a claim or alleged claim is rejected by the Contractor and /or its insurance company, the Contractor shall immediately report this fact to the Owner. Should 30 days elapse after the claim or alleged claim has been received by the Contractor, and the Contractor is not able to report a settlement or rejection of the claim, it shall report to the Owner the steps being taken with respect to the claim. Without limiting the foregoing, the Contractor shall notify in writing the county risk manager of any paid or incurred claims which may impair annual aggregate or general liability. 5.1.9 Deductibles and Self- insured Retentions Any deductibles or self- insured retentions must be declared to and approved by the Owner. At the option of the Owner, either: a) the insurer shall reduce to a maximum of $250,000 or eliminate such deductibles or self- insured retentions with respect to the Owner, or (b) the Contractor shall provide evidence of collateral provided to insurers or procure a bond guaranteeing payment of losses and related investigations, claim administration, and defense expenses within the deductible or self- insured retention amount. Any self- insured retention or deductible amount on the policy shall not reduce the amount of collectible limits or liability. 5.1.10 Subcontractors The Contractor shall include all Subcontractors as Insureds under its policies, or shall furnish separate certificates, policies, and endorsements for each Subcontractor the Contractor intends to use. If a Subcontractor does not take out insurance in his own name and the Contractor wishes to provide insurance protection for such Subcontractor and such Subcontractor's employees, the Contractor shall either (a) procure appropriate policies in the name of the Subcontractor, or (b) cause a rider or riders to be attached to the Contractor's policies which shall identify the Subcontractor thereby covered; provided, however, in the case of the latter option, such a rider need not be attached to the Contractor's workers' compensation policy if such policy by its terms is sufficiently broad to cover the employees of all Subcontractors performing Work under the Contract Documents. Except as otherwise approved by the Owner in writing, Limits of Liability and coverage scope must be at a minimum as stringent as required of the Contractor by the Contract Documents. All Work performed for the Contractor by any Subcontractor shall be pursuant to an appropriate agreement between the Contractor and the Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 15 Subcontractor which shall contain provisions that waive all rights the contracting parties may have against one another for damages caused by fire or other perils covered by insurance as provided herein. Insurance monies received from any loss shall be divided as the respective interest of the parties affected shall appear. 5.2 OWNER CONTROLLED PROJECT SPECIFIC INSURANCE In the event the Owner elects to purchase project- specific insurance affording coverage to the Contractor and Subcontractors, the terms and conditions of such coverage shall be set forth in the Supplementary Conditions. 5.3 CONTRACTOR AS JOINT VENTURE If the Contractor is completing this Project on a joint venture basis, both joint venture partners retain all liabilities assumed by this Agreement, individually and collectively. This may include, but is not limited to, all premiums due, deductibles /self- insured retentions, coinsurance provisions, claim provisions, insurance policy conditions, and indemnification provisions hereunder. Evidence of a Blanket Joint Venture Endorsement must be obtained from the General Liability and Contractor's Pollution Legal Liability carriers of each joint venture partner for a period of 6 years after completion of the Project, substantially as follows: With respect to "your work ", and the "products- completed operations hazard ", you are an insured for your liability arising out of the conduct of any partnership or joint venture of which you were a partner or member, even though this partnership or joint venture is not shown as a Named Insured in the Declarations. This coverage is excess over any available liability purchased specifically to insure the partnership or joint venture. This coverage will not inure to the benefit of any other party except you." 5.4 INDEMNIFICATION The Contractor, to the fullest extent not expressly prohibited by law, shall defend, indemnify, and save harmless the Owner, the Designer, the Construction Manager and their respective officials, officers, employees, and agents from and against any and all liabilities (foreseeable or unforeseeable), penalties, fines, liens, forfeitures, demands, claims, causes of actions, suits, judgments, and costs and expenses incidental thereto, (including, without limitation, amounts paid pursuant to investigations, defense or settlements, and reasonable attorneys' fees), which any or all of them may hereafter suffer, incur, be responsible for, or pay out as a result of but not limited to: a) bodily injury (including sickness, disease, or death) to any person including but not limited to, the Contractor's employees or its representatives while on the site of the Project; or b) actual or alleged damage (including loss of use) to any property (public or private, including the Project or other property on the Project site); or c) contamination of or adverse effects on the environment arising directly or indirectly out of or in connection with the performance of the Work, including but not limited to any hazardous or toxic waste, substance, or constituent of any substance subject to regulation under CERCLA, RCRA, TSCA, and other Federal and state authorities that is spilled, released, threatening to release, or disposed of or destroyed by the Contractor or its Subcontractors on or off the site of the Project or while in transport to or from the site; or Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 16 d) any violation or alleged violation of laws and regulations, arising out of or in any way connected with the Work, caused in whole or in part by the Contractor, any Subcontractor or supplier or any representatives of the Contractor. The Contractor shall not be required to indemnify the Owner against losses resulting from a breach of this Agreement by the Owner or its other agents and contractors, or resulting from negligence, misconduct or violation of laws on the part of the Owner or its other agents and contractors. e) upon completion of the Work the Contractor shall execute an affidavit, indemnification, and release stating there are no unpaid debts for any work that has been done or materials that have been furnished to the Project prior to and as of the date of substantial completion and further stating that Contractor shall indemnify, save and protect Owner and Owner's lender, if any, harmless from and against any and all claims, liabilities, liens, losses, damages, causes of action, and expenses (including court costs and reasonable attorney's fees related thereto) arising out of, in connection with, or resulting from any such claims, liabilities, liens, losses, damages, causes of action, or expenses. Such affidavit, indemnification, and release shall be in a form and substance acceptable to Owner. By executing this Agreement Contractor acknowledges the receipt of adequate consideration in return for said release. The Contractor further agrees to obtain, maintain, and pay for such liability insurance coverages and endorsements as will insure the provisions of this paragraph 5.4. Furthermore, the Contractor agrees to be liable for and to indemnify and reimburse the Owner for all legal fees and disbursements paid or incurred to enforce the provisions of this paragraph. The indemnification obligations under this paragraph shall not be limited in any way by the amount or type of damages, compensation or benefits payable under worker's compensation acts, disability benefit acts, other employment benefit acts, or the amount of insurance carried or recovered. The Owner acknowledges that hazardous or toxic waste, material, chemicals, compounds or substances, or other environmental hazards, contamination or pollution, (referred to hereinafter as "environmental hazards ") may be present at the Project site that were not created, generated, or released at the Project site by the Contractor or its Subcontractors, agents or employees, acting alone or in concert with others. Unless the remediation, abatement or handling of such environmental hazards is part of the scope of the Work under this Agreement, then upon the discovery of such environmental hazards, the Contractor shall immediately, and in no event more than three days later, give notice to the Owner of the environmental hazards before they are disturbed. The Owner and the Designer shall thereupon promptly investigate the environmental hazards, and make such changes in the Drawings and /or Specifications as they may find necessary to abate, remediate, isolate or handle the environmental hazards. Any increase or decrease in the Contract Price or the Contract Time resulting from such changes shall be adjusted in the manner provided herein for adjustments as to extra and /or additional Work and changes. It is agreed that the Contractor shall have no liability under this Agreement for any environmental hazards existing prior to the date that Work commences under this Agreement unless the Contractor or its Subcontractors, agents or employees, acting alone or in concert with others, by their own negligence or misconduct, release or expose the Owner or third parties to the environmental hazards. The provisions of this paragraph shall survive the termination or cancellation or completion of this Agreement. 5.5 RISK MANAGEMENT POLICY Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 17 The Orange County Risk Management Policy shall not apply to construction contracts for amounts over $250,000. The terms of these General Conditions related to insurance shall be the sole authority governing insurance requirements for such contracts. ARTICLE 6. OTHER RECORD DOCUMENTS AND SUBMITTALS 6.1 The Designer shall furnish to the Contractor the number of copies of Drawings and Specifications stated in the Contract Documents. Additional copies of Drawings and Specifications may be obtained at the cost of reproduction and handling. 6.2 The Contractor shall submit to the Designer all Submittals required by the Contract Documents. The Contractor shall submit at least three (3) reproducible prints of all shop drawings. The Contractor shall submit samples in quantities required by the Contract Documents. The Contractor shall submit product data in at least five (5) copies. All shop drawings shall be reviewed by the Contractor and shall bear the Contractor's stamp of approval before being forwarded to the Designer. Submittals shall be submitted in such time as to cause no delay to the Work or any part thereof and in accordance with the Contract Construction Schedule and Submittal Register. The Designer shall review the submittal with reasonable promptness, noting desired corrections, if any. The Designer shall retain two (2) copies of the submittal and shall return the balance of the reviewed submittal to the Contractor for action. The Contractor shall furnish any corrected submittal to the Designer. The Designer shall retain two (2) copies of the corrected submittal and will return the balance of the reviewed submittal to the Contractor. All substitutions prior to the receipt of bids shall be in accordance with the Contract Documents. Refer to Instructions to Bidders, Substitutions. The Contractor acknowledges that the processing of shop drawings and other submittals is directly impacted by the clarity, completeness, and accuracy of said documents and that it is the Contractor's responsibility to (i) review and coordinate each submittal with all other related or affected Work and (ii) approve each submittal before submitting same to the Designer for approval. 6.3 No substitutions and no deviations from any requirement of the Contract Documents shall be deemed allowed unless the Contractor has specifically informed the Designer and the Owner in writing of such deviations at the time of submittal and the Designer and the Owner have given written and specific approval to the substitutions or deviations. In proposing a deviation or substitution the Contractor warrants to the Owner, notwithstanding any review, allowance or approval by the Designer or the Owner that the deviation or substitution is at least equal to or better in quality and for the purpose intended, and that Contractor shall not by reason of any such review, allowance or approval be relieved from any obligation or responsibility contained in the Contract Documents. 6.4 Review of submittal by the Designer shall not be construed as relieving the Contractor from responsibility for compliance with terms or designs of the Contract Documents nor from responsibility for errors of any sort in the submittal. 6.5 The Contractor shall keep one record copy marked "As- Built" of all Specifications, Drawings, Addenda, Modifications, and Submittals at the Project in good order and annotated at least monthly to show all changes made during the construction process. Such monthly annotations Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 S and their approval by the Designer shall be a condition precedent to approval by the Designer of each monthly Request for Payment. Said record copy shall be stored at the Project and fully protected from damage by fire or other hazard. This record copy shall be available to the Designer and Owner for inspection at all times and shall be delivered to the Designer for the Owner's purposes prior to the Designer's certifying Substantial Completion of the Work. 6.6 At completion of the Project and before Final Payment, the Contractor shall assemble and deliver to the Owner one complete set of all as -built drawings and one complete set of all approved submittals, product data, and samples which were reviewed by the Designer. These drawings and submittals shall be on paper, or in electronic or other media if required by the Supplementary Conditions. These drawings and submittals shall be categorized and packaged as directed by the Designer. ARTICLE 7. CONTRACTOR 7.1 The Contractor shall supervise and direct the Work efficiently and with the Contractor's best skill and attention. Except as may be set forth specifically in the Contract Documents, the Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction, and for safety precautions and programs in connection with the Work. The Contractor shall be responsible to see that the finished Work complies accurately with the Contract Documents. 7.2 The Contractor shall appoint a Project Manager and shall keep on the Project at all times during its progress a competent Resident Superintendent and necessary assistants who shall not be replaced without prior written approval by the Owner except under extraordinary circumstances, in which event immediate written notice shall be given to the Designer and the Owner. The Project Manager and the Resident Superintendent may be the same person or different persons. At any time, the Owner, in its sole and absolute discretion, may require the Contractor to replace the Project Manager or Resident Superintendent with an experienced and competent person or persons upon seven (7) days written notice from the Owner to the Contractor. Such replacement shall be at the Contractor's expense and at no cost to the Owner. Both the Project Manager and the Resident Superintendent shall have authority to act on behalf of the Contractor, and instructions, directions or notices given to either of them shall be as binding as if given to the Contractor. 7.3 The Contractor shall provide sufficient competent and suitably qualified personnel, equipment, and supplies to lay out the Work and perform construction as required by the Contract Documents. The Contractor will at all times maintain good discipline and order at the site, and will comply with all applicable OSHA standards. Any person employed by the Contractor, any Subcontractor, or any sub - subcontractor who, in the opinion of the Designer or the Owner, does not perform his Work in a proper and skillful manner or is intemperate or disorderly shall, at the written request of the Owner or Designer, be removed forthwith by the Contractor, Subcontractor, or sub - subcontractor employing such person without cost to the Owner, and shall not be employed again in any portion of the Work without the written approval of the Owner or Designer. Should the Contractor fail to remove such person or persons or fail to furnish suitable and sufficient personnel for the proper prosecution of the Work within three (3) days after written Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 19 order, the Owner may withhold further payment by written notice until compliance with such order. 7.4 If, in the opinion of the Designer or the Owner, any Subcontractor on the Project is incompetent or otherwise unsatisfactory, he shall be replaced by the Contractor with no increase in the Contract Price if and when directed by the Designer or the Owner in writing. 7.5 The Contractor shall furnish all materials, equipment, labor, transportation, construction equipment and machinery, tools appliances, fuel, light, heat, and all other facilities and incidentals necessary for the execution, maintenance, initial operation, and completion of the Work, other than those specifically excluded by the Contract Documents and to be furnished by the Owner or others. When use or storage of hazardous materials or equipment or methods of more than ordinary risk are necessary in accomplishing the Work, the Contractor shall give the Owner and Designer reasonable advance notice. If any materials are to be furnished or installed by the Owner or others under the terms of the Contract Documents, said materials shall be made available to the Contractor at the location(s) specified in the Contract Documents. All costs of handling, transportation from the specified location to the Project, storage, and installing of Owner - furnished materials shall be included in the Contract Price. The Contractor shall be responsible for any demurrage, damage, loss, or other deficiencies which may occur during the Contractor's handling, storage, or use of such Owner - furnished material. The Owner shall deduct from any monies due or to become due the Contractor any cost incurred by the Owner in making good any such damage, loss, or efficiency All equipment which is proposed to be used in the Work shall be of sufficient size and in such mechanical condition as to meet the requirements of the Work and produce a satisfactory quality of work. Equipment used on any portion of the Work shall be such that no injury to previously completed Work, adjacent property, or existing facilities shall result from its use. When the methods and equipment to be used by the Contractor accomplishing the Work are not prescribed in the Contract Documents, the Contractor shall be free to use any methods or equipment that will accomplish the Work in conformity with the requirements of the Contract Documents. When the Contract Documents specify the use of certain methods and equipment, such methods and equipment shall be used unless others are authorized by the Designer. If the Contractor desires to use a method or type of equipment other than specified in the Contract Documents, the Contractor may request authority from the Designer to do so. The request shall be in writing and shall include a full description of the methods and equipment proposed and of the reasons for desiring to make the change. If approval is given, it shall be on the condition that the Contractor shall be fully responsible for producing Work in conformity with the requirements of the Contract Documents. If, after trial use of the substituted methods or equipment, the Designer determines that the Work produced does not meet the requirements of the Contract Documents, the Contractor shall discontinue the use of the substitute method or equipment and shall complete the remaining Work with the specified methods and equipment at no additional cost to the Owner. The Contractor shall remove any deficient Work and replace it with Work of specified quality, or take such other corrective action as the Designer may direct. No change in the Contract Price or in Contract Time shall be made as a result of authorizing a change in methods or equipment under this paragraph. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 20 7.6 All materials and equipment shall be new, except as otherwise provided in the Contract Documents. When special makes or grades of material which are normally packaged by the supplier or manufacturer are specified or approved, such materials shall be delivered to the Project site in their original packages or containers with seals unbroken and labels intact. Materials shall be so stored as to assure the preservation of their quantity, quality and fitness for the Work. Stored materials, even though approved before storage, may again be inspected by the Designer or Owner prior to their use in the Work and shall meet the requirements of the Contract Documents at the time they are incorporated into the Work. Stored materials shall be located so as to facilitate their prompt inspection. The Contractor shall coordinate the storage of all materials with the Designer and the Owner. Materials to be stored at the Project or on the Owner's property shall not create an obstruction to the Owner's or other contractor's reasonable activities. Private property shall not be used for storage purposes without written permission of the owner or lessee of such property. The Contractor shall make all arrangements and bear all expenses for the storage of materials on private property. Upon request, the Contractor shall furnish the Owner a copy of the property owner's permission. All storage sites on private or the Owner's property shall be restored to their original condition by the Contractor at his entire expense, except as otherwise agreed to (in writing) by the owner or lessee of the property. 7.7 All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturer, fabricator, or processor, except as otherwise provided in the Contract Documents. 7.8 The Contractor will be fully responsible for all acts and omissions of his Subcontractors and of persons directly or indirectly employed by them and of persons for whose acts any of them may be liable to the same extent that the Contractor is responsible for the acts and omissions of the Contractor's own employees. Nothing in the Contract Documents shall create any contractual relationship between any Subcontractor or supplier and the Owner or the Designer, or any obligation on the part of the Owner or the Designer to pay or see to the payment of any money due any such Subcontractor or material furnisher except as may otherwise be required by law. The Owner or the Designer may furnish to any Subcontractor or supplier, to the extent practicable, evidence of amounts paid to the Contractor on account of specific Work done. 7.9 The divisions and sections of the Specifications and the identifications of any Drawings shall not control the Contractor in dividing the Work among Subcontractors. 7.10 The Contractor agrees to bind specifically every Subcontractor to the terms and conditions of the Contract Documents for the benefit of the Owner and to furnish written evidence thereof to the Designer and the Owner within seven (7) days after written request by the Owner. 7.11 The Contractor shall attend job progress conferences and all other meetings or conferences as directed by the Designer. The Contractor shall be represented at these job progress conferences by a representative having the authority of the Project Manager and by such other representatives as the Designer may direct. Job progress conferences shall be open to Subcontractors, suppliers and any others who may contribute beneficially toward maintaining required job progress, and such personnel shall be encouraged by the Contractor to attend. It shall be the principal purpose of job progress conferences to effect coordination, cooperation and assistance in every practical way toward the end of maintaining progress of the Project on Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 21 schedule and to complete the Work and the Project by the specified Completion Dates. The Contractor shall be prepared to assess progress of the Work as required in the Contract Documents and to recommend remedial measures for correction of progress as may be appropriate. The Designer shall preside as chairman and arrange for minutes to be taken and circulated. In the event that the prosecution of the Work is discontinued for any reason, the Contractor shall notify the Designer and the Owner at least forty -eight (48) hours in advance of resuming operations. Should the terms of the Contract Documents require completion of one or more portions of the Work for the Beneficial Occupancy of the Owner prior to completion of the entire Work, the Contractor shall complete such portion(s) of the Work on or before the date specified. Such completion shall include the obtaining of all government or other permits, permission, and /or approvals necessary to occupancy. The Contractor shall independently estimate the difficulties involved in arranging the Work to permit such Beneficial Occupancy and shall not claim any additional compensation or time extension by reason of any delay or increased cost due to completing such portion(s) of the Work. The Owner's possession and use of such portion(s) of the Work shall not be deemed an acceptance of any Work not completed in accordance with the Contract Documents. The Owner shall be responsible for the security, maintenance, utilities, and insurance of all portions of the Work completed and beneficially occupied by the Owner. 7.12 The Contractor shall pay all license fees and royalties, and assume all costs incident to the use of any invention, design process, or device which is the subject of patent rights or copyrights held by others, except for inventions, design processes, or devices specified by the Designer in the Contract Documents. The Contractor shall indemnify and hold harmless the Owner, the Designer, and anyone directly employed by either of them, from and against all claims, damages, losses and expenses, including attorney's fees and costs of defense, arising out of any infringement or alleged infringement of such rights during or after completion of the Work, and shall defend all such claims in connection with any actual or alleged infringement of such rights. 7.13 The Contractor shall secure and pay for all permits, including without limitation construction permits and licenses, and will pay all governmental charges and inspection fees necessary for the prosecution of the Work. 7.14 The Contractor shall give all notices and comply with all laws, ordinances, rules, and regulations applicable to the Work and shall protect and indemnify the Owner and the Owner's officers, agents, or servants against any claim or liability arising from or based on the violation of any such law, ordinance, regulation, order, or decree, whether by the Contractor or by the Contractor's employees, Subcontractors, sub - subcontractors, or their employees. 7.15 The Contractor shall be responsible for the entire site of the Project (except those under the Beneficial Occupancy of the Owner) and for its reasonable and necessary protection and security, as required by laws or ordinances governing such conditions, or by custom or sound construction practices, and shall share such responsibilities as may be agreed upon among them, or in the absence of such agreement, as may be directed by the Contract Documents, Owner, or Designer. The Contractor shall be responsible for any damage to the Owner's property, or that of others, by the Contractor or the Contractor's employees, Subcontractors, Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 22 sub - subcontractors, or their employees or agents, and shall make good such damages. The Contractor shall be responsible for and pay for any such claims against the Owner. 7.16 The Contractor shall protect all landscaping designated to remain in the vicinity of the operations and barricade all walks, roads, and areas as necessary to keep the public away from the construction. 7.17 The Contractor shall provide cover and /or protect all portions of the Work and provide all materials necessary to protect the Work whether performed by the Contractor or any of the Subcontractors or sub - subcontractors. Any Work damaged through the lack of proper protection, or from any other cause, shall be repaired or replaced without extra cost to the Owner or extension to the Contract Time. The Contractor shall maintain the Work during construction and until the Work is accepted. This maintenance shall constitute continuous and effective effort prosecuted day by day, with adequate equipment and forces so that the Work is maintained in satisfactory condition at all times. All costs of maintenance shall be included in the Contract Price and the Contractor will not be paid an additional amount for such effort. Should the Owner or Designer observe that the Contractor at any time has failed to maintain the Work as provided herein, the Designer may immediately notify the Contractor of such noncompliance. Such notification shall specify a reasonable time within which the Contractor shall be required to remedy such unsatisfactory maintenance condition. Should the Contractor fail to properly respond to the Designer's notification, the Owner may, at the Contractor's expense, take such action as it may deem appropriate to remedy the defective maintenance, including suspension of the Contractor's Work or any part thereof. Any such expense incurred by the Owner shall be deducted from monies due or to become due the Contractor. Parking lots, streets, and walks connecting to the Project area shall be protected by the Contractor from deposits of mud, sand, stone, litter, or debris in any form. Pedestrian traffic areas around the construction limits must be maintained in a clean and safe condition at all times with required barricades and covered walkways. When excavation or other operations outside the Project limits is required, the Contractor shall, immediately following that work, return the area to its original condition. All catch basins and storm drain lines in the vicinity of the Project site shall be protected at all times from entry of dirt, rubble and other debris. The residue from the cleaning of trucks, wheelbarrows, concrete buggies, etc. must be prevented from entering the drainage system, and if cleaning is done, the residue must be contained and removed from the Project site with other refuse. 7.18 No burning of refuse or debris shall be allowed inside or around the Project during the course of construction without written authority from authorities having jurisdiction and the Owner. 7.19 The Contractor shall provide for and maintain necessary safety measures and safety programs for the protection of all persons involved with the Work. Such measures and programs shall include the requirements of the most current edition of the CAGC Safety and Health Manual [or the AGC Accident Prevention Manual in Construction], or equivalent requirements, and shall fully comply with all Federal, State, and local laws, rules, regulations, and building Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 23 code requirements relating to the prevention of accidents or injuries to persons on or about the location of the Work. All trenches, excavations, or other hazards in the vicinity of the Work shall be well barricaded, and properly lighted at night. When Work requires closing of an area normally used by the Owner or the public, the Contractor shall furnish, erect, and maintain temporary barricades, and properly light the area. The Contractor shall comply with any directions and public authorities in this respect. 7.20 The Contractor shall designate a responsible officer or employee as safety inspector, whose duties shall include accident prevention on the Project as well as implementation of the Contractor's safety measures and safety programs on the Project. The name of the safety inspector shall be made known to the Designer and the Owner at the preconstruction conference. 7.21 In emergencies affecting the safety of persons, the Work, or property at the Project site or adjacent thereto, the Contractor is obligated to act in the Contractor's discretion to prevent threatened damage, injury, or loss. As soon as practicable, the Contractor shall notify the Designer and Owner of such emergency. The Contractor shall give the Designer and the Owner prompt written notice of any significant changes in the Work or deviations from the Contract Documents caused by such emergency. If the Contractor believes that additional work done in an emergency entitles the Contractor to an increase in the Contract Price or an extension of the Contract Time, the Contractor may make a claim therefore as provided in Articles 14 and /or 15. 7.22 The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by the Work. At least weekly and at the completion of the Work, the Contractor shall remove all waste materials and rubbish from and about the Project. At the completion of the Work, the Contractor shall remove all tools, construction equipment, machinery, and surplus materials. The Contractor shall leave the Work in condition for occupancy by the Owner such that no cleaning or other operations are required. Material cleared from the Project and deposited on adjacent property shall not be considered as having been disposed of satisfactorily. If the Contractor fails to keep the Project clean of waste materials or rubbish, fails to satisfactorily clean -up weekly or at the completion of the Work, the Owner may do so and the costs thereof may be deducted from any amounts due the Contractor. 7.23 Utilities, temporary facilities, and signs shall be provided as described in the Contract Documents. Absent a contrary direction in the Supplementary Conditions, the Contractor shall pay all bills for water, electricity, or other public utility service to the Project site. 7.24 The Contractor shall indemnify and hold the Owner, the Designer, the Designer's consultants, and their officers, agents, and employees harmless against all costs, damages, and expenses, including attorney's fees and costs of defense, arising out of claims by any separate contractor or by any Subcontractor, sub - subcontractor, or supplier engaged by or employed by the Contractor or employed by any of the Subcontractors claiming through him, including without limitation damages, losses, and expenses arising out of or relating to any inconvenience, delay, interference, or other action or non - action of the Contractor or the Contractor's Subcontractors on the Project. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 24 The Contractor acknowledges that should the Contractor or any of the Contractor's Subcontractors be damaged by any breach of contract by any other separate prime contractor on the Project, the Contractor may invoke applicable dispute resolution procedures with said other separate prime contractor or bring a direct civil action against said other separate prime contractor. The Contractor hereby expressly agrees that neither the Owner nor its officers, agents, or employees shall have any liability of any kind or nature whatsoever to the Contractor, its Subcontractors, sub - subcontractors, or suppliers arising out of or relating to any breach, inconvenience, delay, interference, or other action or non - action by any other separate prime contractor. The Contractor covenants not to sue the Owner for any loss or damage caused by any breach, inconvenience, delay, interference, or other action or non - action by any other separate prime contractor, notwithstanding whatever rights at law the Contractor might have to bring a civil action against the Owner for any breach, inconvenience, delay, interference, or other action or non - action of any other separate prime contractor. The Contractor agrees to look exclusively to the other prime contractor for relief or remedy. Nothing contained herein or appearing anywhere in the Contract Documents shall obligate or require the Owner to exercise any right or privilege, or to take any action or to refrain from taking any action under any contract it may have with any other prime contractor or party to the Project for the benefit of the Contractor or any Subcontractor, subSubcontractor, or supplier claiming through the Contractor. 7.25 Prior to completion of the Work and Final Payment of the Contract Price, excepting only those portions of the Work deemed accepted in accordance with the Contract Documents, the Contractor shall have charge and care of the Work, and shall take every precaution against injury or damage to any part due to the action of the elements or from any other cause, whether arising from the execution or from the non - execution of the Work. The Contractor shall as required by the Owner replace, rebuild, repair, restore, and make good all injury or damage to any portion of the Work occasioned by any of the above causes before Final Completion and shall bear the expenses thereof. 7.26 In the event that the Work, or any portion thereof, is suspended at any time pursuant to an order of the Owner, the Contractor shall obey all instructions of the Owner regarding storage of materials, drainage, protection of the Work, and erection of temporary structures during the suspension period. 7.27 The Project Expediter for the Project shall be responsible for the coordination of the Work of itself and any other separate contractors, both as to space and time. The Project Expediter shall coordinate the implementation of the Contract Construction Schedule, all construction activities and close -out of the Project, including but not limited to all testing, inspection, certifications, and approvals required by public agencies. The Contractor and the Project Expediter shall each be required to notify the Designer and the Owner promptly of any event or condition which could affect the conduct or progress of the Work and shall cooperate fully with all other contractors on the Project site. 7.28 The Owner hereby delegates to the Project Expediter all of its duties to coordinate and to expedite the Work not expressly reserved to the Owner by other provisions of the Contract Documents. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 25 7.29 All Work performed pursuant to the Contract Documents shall conform in all respects to the North Carolina State Building Code and all other state, local, and national codes in effect at the time of and applicable to this Work. 7.30 The Contractor shall provide for and maintain necessary safety measures and safety programs for the protection of all persons at the Project site, and shall comply at all times with the requirements of the most current edition of the CAGC Safety and Health Manual [or the AGC Accident Prevention Manual in Construction], or the equivalent requirements of the Contractor's safety program, and shall fully comply with all Federal, State, and local laws, rules, regulations, and building code requirements so as to prevent accidents or injuries to persons on or about the Project site. The Contractor shall clearly mark or post signs warning of existing hazards, and shall barricade excavations, elevator shafts, stairways, and similar hazards. The Contractor shall protect against damage or injury resulting from falling materials, and shall maintain all protective devices and signs throughout the progress of the Work. 7.31 The Contractor shall adhere to the rules, regulations, and interpretations of the North Carolina Department of Labor's Occupational Safety and Health Standards for the Construction Industry (29 CFR Part 1926 as adopted in 13 NCAC 07F.0201, including 29 CFR Part 1910 General Industry Safety and Health Standards applicable to construction) and N.C. Gen. Stat. §95 -126 through 155 (Occupational Safety and Health) as well as all revisions and amendments to such standards or statutes as may occur throughout the performance of the Work. 7.32 Any land disturbing activity performed by the Contractor in connection with the Project shall comply with all erosion control measures set forth in the Contract Documents and any additional measures which may be required in order to ensure that the Project is in full compliance with the Sedimentation Pollution Control Act of 1973, as implemented by Title 15 North Carolina administrative Code, Chapter 4, Sedimentation Control, Subchapters 4A, 4B and 4C, as amended (15 NCAC 4A, 4B, and 4C), and as may be revised or amended in the future. Upon receipt of notice that a land- disturbing activity is in violation of said Act, the Contractor shall be responsible for ensuring that all steps or actions necessary to bring the Project in compliance with said Act are promptly taken. The Contractor shall be responsible for all penalties assessed pursuant to N.C. Gen. Stat. 113A -64 with respect to its Work, and shall indemnify and hold harmless the Owner from all costs and expenses, including attorney's fees and costs of defense arising out of or related to the enforcement of the Act against any party or person described in this Article. 7.33 Any mechanical or electrical work such as sleeves, inserts, chases, etc. located in the Work of the Contractor for general work shall be built in by that Contractor. On multiple prime projects, the mechanical and electrical contractors shall set all sleeves, inserts, and other devices built into the structure in cooperation and under the supervision of the Contractor for general work. The responsibility for exact location of such items shall be that of the mechanical, plumbing, or electrical prime contractor. 7.34 The Contractor shall be responsible for permanently fixed service facilities and systems in use during progress of the Work and shall strictly adhere to the following procedures: a) Prior to acceptance of the Work by the Owner, the Contractor shall remove and replace any part of the permanent building systems damaged through use during construction. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 26 b) Temporary filters shall be installed in each of the heating and air conditioning units, return air grilles, and other locations to prevent intrusion of dust, dirt, and debris during construction. Temporary filters shall be removed and replaced with new filters immediately prior to Substantial Completion. c) Extra effort shall be maintained to keep the building clean and under no circumstances shall air systems be operated if finishing operations are creating dust in excess of what would be considered normal if the building were occupied. d) When the permanent lighting system is used during construction, lamps shall be replaced and shall be new on the date of Substantial Completion. ARTICLE 8. OWNER 8.1 The Owner shall issue communications and notices to the Contractor through the Designer to the extent contemplated by the Contract Documents. 8.2 In case of termination of the employment of the Designer, the Owner shall appoint as Designer a qualified person who shall have and assume all rights and duties held by the original Designer. 8.3 The Owner shall have the right to take possession of and use any portion of the Work notwithstanding the fact that the time for completion of such portion of the Work may not have expired, but such taking possession and use shall not be deemed an acceptance of any Work not completed in accordance with the Contract Documents. 8.4 A waiver on the part of the Owner of any breach of any part of the Contractor shall not be held to be a waiver of any other or subsequent breach. 8.5 The Owner shall pay all permanent acreage fees, governmental impact fees, and meter deposits for permanent utilities. ARTICLE 9. CONSTRUCTION MANAGER 9.1 The Owner may employ one or more Construction Managers for the purpose of assisting the Owner, Designer, and Contractor in developing and administering budgets and cost controls, in evaluating constructability and value engineering proposals, in establishing and maintaining a critical path method (CPM) schedule, in coordinating and /or expediting the Work with other projects being constructed by the Owner or others adjacent or near the Work, or for such other purposes as the Owner may deem appropriate. From time to time the Owner may identify such Construction Managers(s) to the Contractor in writing identifying any tasks assigned to such Construction Managers(s). ARTICLE 10. DESIGNER 10.1 The Designer is charged with the responsibility of interpretation of the Contract Documents. The Designer's decisions relating to aesthetic matters shall be final. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 27 10.2 All Work completed under the Contract Documents shall be subject to review by the Designer. No Work is to be covered without the Designer's review or prior authorization. Any Work so covered without the Designer's review or prior authorization shall be uncovered at the Contractor's expense. The Contractor shall notify the Designer in writing at least twenty -four (24) hours in advance of covering any Work. 10.3 The Designer shall not be responsible for the construction means, methods, techniques, sequences, procedures, or the safety precautions and programs incident thereto, and shall not be responsible for the Contractor's failure to perform the Work in accordance with the Contract Documents, but shall be entitled to enforce any requirements in the Contract Documents specifying particular means, methods, techniques, sequences, or procedures. 10.4 The Designer shall be an Owner's representative during the construction period. The duties, responsibilities and authority of the Designer as the Owner's representative during construction are as set forth in the Contract Documents. ARTICLE 11. TESTING AND SURVEYING 11.1 Laboratory and field tests to determine compliance of construction with the Contract Documents shall be made by the Owner or testing consultants employed by the Owner except those required elsewhere in the Contract Documents to be paid for by the Contractor. The costs and expenses of providing samples for and assistance in any testing shall be borne by the Contractor and are included in the Contract Price. Any Work in which untested materials are used without approval or written permission of the Designer shall be removed and replaced at the Contractor's expense. Work found to be unacceptable or unauthorized will not be paid for and, if directed by the Designer shall be removed and replaced at the Contractor's expense. Unless otherwise designated, tests in accordance with the cited standard methods of ASTM or other generally recognized or specifically authorized methods which are current on the date of advertisement for bids shall be made at the expense of the Owner; provided, however, in the event that after such testing any Work is found to be defective or does not meet the requirements of the Contract Documents, the costs of retesting such Work and the costs of inspection services shall be paid by the Contractor. Samples shall be taken by a testing laboratory employed by the Owner. All materials being used are subject to inspection, tests, or rejection at any time prior to or during incorporation into the Work. Copies of all Owner test reports will be furnished to the Contractor at his written request. Copies of Contractor test reports shall be furnished to the Designer upon written request. 11.2 The Owner shall have the right to deduct the costs of additional testing as described in paragraph 11.1 from any money due the Contractor; or if no money is due the Contractor, the Owner shall have the right to recover these costs from the Contractor, from its sureties, or from both. 11.3 All layouts and surveying shall be accomplished by properly qualified personnel duly licensed in the State of North Carolina. ARTICLE 12. SEPARATE CONTRACTS 12.1 It is expressly understood that the Owner may deploy the Owner's own employees or engage other separate prime contractors to perform Work as a part of the Project whose work Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 S will be performed simultaneously and sequentially with the performance of the Work by the Contractor. It shall be necessary for the Contractor to coordinate construction activities with such other contractors, particularly with respect to access to work areas, storage of materials, and use of elevators and other common facilities. The Contractor shall diligently and in good faith cooperate with the Owner, the Designer, and all other contractors with respect to such matters and shall regularly and faithfully attend any and all meetings called by the Owner or the Designer with respect to such matters. Any disputes between the Contractor and any other separate prime contractor with respect to such matters shall be resolved in accordance with the claim and dispute resolution procedures in the Agreement. ARTICLE 13. CONTRACT TIME 13.1 Within fourteen (14) days after receipt of the Construction Contract by the Contractor for signatures, the Project Expediter shall prepare and submit to the Designer and Owner for review and approval a preliminary progress schedule for the Work pursuant to the requirements stated in the Contract Documents. 13.2 Within fourteen (14) days after initial receipt of the Construction Contract for signatures the Contractor shall submit to the Designer a Submittal Register listing all Submittals the Contractor is required to make or proposes to make under the Contract Documents, the dates on which the Contractor proposes to make such Submittals and the dates by which the Contractor reasonably requires a response from the Designer with respect to each Submittal. The dates submitted shall be incorporated into the Contract Construction Schedule as Completion Dates when they have been approved or modified by the Owner. The Designer shall not be required to review any Submittal from the Contractor until a Submittal Register acceptable to and approved by the Owner has been submitted by the Contractor. 13.3 Not later than thirty (30) days following execution and delivery of the Construction Agreement by Owner to Contractor, the Owner shall deliver to the Contractor a Notice to Proceed. The Notice to Proceed shall state a commencement date on which it is expected that the Contractor will begin the Work to be performed under the Agreement. The Contract Time shall be measured from said specified commencement date. The commencement date stated in the Notice to Proceed shall not be earlier than three (3) days after the Notice to Proceed is served on the Contractor. If, other than by mutual agreement, said specified commencement date is more than thirty (30) days after the date of execution and delivery of the Agreement from Owner to Contractor and the Contractor believes said delay justifies an increase in Contract Price and /or an extension of Contract Time, the Contractor may make a claim therefore as provided in Article 14 and /or Article 15. No Work shall be done prior to the date specified in the Notice to Proceed. A final Contract Construction Schedule shall be submitted for approval by the Contractor, Designer, and Owner no later than fourteen (14) days after Notice to Proceed. No payments shall be due the Contractor until this schedule is approved by all parties. 13.4 The Contract Construction Schedule is a Contract Document. The Contractor represents that the Contract Construction Schedule has been reviewed in detail, that the Contractor participated in its preparation, that all of the activities which impact, limit, or otherwise affect the time of completion of the Work are shown in the Contract Construction Schedule and that all of the activities of others which impact, limit, or otherwise affect the start, duration, or completion of Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 29 the Contractor's activities are also shown. The Contractor further represents that the Contractor can and will complete each activity within the time shown for that activity. Time is of the essence with respect to each such activity and Completion Date. 13.5 If the Contractor submits a construction schedule, progress report, or any other document that indicates or otherwise expresses an intention to achieve completion of the Work prior to any Completion Date required by the Contract Documents or prior to expiration of the Contract Time, no liability of the Owner to the Contractor for any failure of the Contractor to so complete the Work shall be created or implied. 13.6 If the Contractor, for reasons beyond the Contractor's control, is delayed in beginning any activity, the Contractor shall, nevertheless, have the same number of days as is shown in the Contract Construction Schedule for the activity, and the affected activity and any succeeding activity that is dependent upon that activity shall be adjusted accordingly; provided that at any time the Owner, by means of a Change Order, may require the Contractor to work overtime, to increase labor forces or to take any necessary or appropriate action to decrease the time required for any activity, and the Contractor shall be entitled to an adjustment in the Contract Price computed in accordance with Article 15 of these General Conditions. 13.7 At any time, the Owner may order the Contractor, on seven (7) days written notice, to begin any activity earlier than the starting date shown on the Contract Construction Schedule. 13.8 Should the Contractor fail to start any activity on the start date shown in the Contract Construction Schedule or as it may have been adjusted in accordance with paragraphs 13.5 or 13.6 above, or become delayed, the Contractor shall, without being entitled to any increase in the Contract Price or other compensation, work overtime, increase labor forces or take such other action as may be necessary or appropriate to complete the activity by the Completion Date shown on the Contract Construction Schedule, or as such Completion Date may have been adjusted. 13.9 The Designer and Owner or his Construction Consultant shall monitor progress of the work at all times and the Contractor shall cooperate with such monitoring and provide any and all information with respect to the progress of the Work and scheduling as the Owner may reasonably require. 13.10 On a monthly basis, the Contractor shall revise the Contract Construction Schedule, showing any adjustments made in accordance with paragraphs 13.5 or 13.6, above, by any Change Order, the progress of the Work, and any days gained or days lost with respect to any activity, and shall furnish copies thereof to the Owner and Designer. 13.11 Should any monthly revision of any Contract Construction Schedule show that the Contractor is behind on any activity, the late completion of which could delay Substantial Completion of the Work, the Owner shall be entitled to withhold from the next Progress Payment due the Contractor an amount not exceeding the amount the Owner would be entitled to in Liquidated Damages, should Substantial Completion be delayed by the same number of days that the Contractor is currently behind schedule. If, subsequently, the Contractor's progress, as shown by any succeeding monthly revision to the Contract Construction Schedule, is such that the anticipated delay no longer exists, the Owner shall pay with the Progress Payment next due to the Contractor such amounts as have been withheld in accordance with this paragraph. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 30 13.12 The Owner shall have the right to perform Work, hire and employ labor and craftsmen, rent equipment, subcontract with other parties, or do anything that the Owner deems necessary or appropriate to remedy or cure any delay by the Contractor in the progress of the Work. Such action by the Owner shall not, in any way, affect, void or limit any warranty, guaranty or other responsibility of the Contractor under the Contract Documents. Such action may be taken by the Owner only after three (3) days written notice to the Contractor. All costs incurred by the Owner in taking any such action shall be charged to the Contractor and deducted from any amounts remaining due under the Agreement. 13.13 The Contractor may be entitled to an extension of the Contract Time (but no increase in the Contract Sum) for delays arising from unforeseen causes beyond the control and without the fault or negligence of the Owner, the Contractor or the Contractor's Subcontractors as follows: a) Labor disputes and strikes that directly impact the critical path activities of the Contract Construction Schedule; b) Acts of God, tornado, fire, hurricane, blizzard, earthquake, typhoon, or flood that damage completed Work or stored materials. c) Acts of the public enemy; acts of the State, Federal, or local government in their sovereign capacities. d) Abnormal inclement weather as defined in Article 13.14. 13.14 On any day that the Contractor considers that the Project is delayed by adverse weather conditions, the Contractor shall identify in writing to the Designer and the Owner the adverse weather conditions affecting each activity, the specific nature of the activity affected, the number of hours lost, and the number of and identity (by responsibility or trade) of workers affected and shall obtain from the Designer written recognition of the delay. The time for performance of this Contract includes an allowance for a number of calendar days which may not be suitable for construction Work by reason of adverse weather. The Contract Time will be extended only if the number of calendar days of adverse weather recognized by the Designer exceeds the number of inclement weather days set forth below, and the Contractor demonstrates how this adverse weather impacts activities on the critical path of the Contract Construction Schedule. Month Number of Inclement Weather Days January 10 February 10 March 10 April 9 May 10 June 9 July 11 August 10 September 8 October 7 November 8 December 9 Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 31 13.15 If the Contractor believes that the progress of the Work has been adversely affected by adverse weather recognized by the Designer during a particular month, the Contractor shall submit a written request for extension of time to the Designer. Such a request for time extension of the Contract Time shall be submitted by the tenth (10th) day of the month following that month in which the adverse weather is encountered. The request shall include, but is not limited to, the following information: a) Detailed description of weather's effect on scheduled activities and its net effect on the critical path of the Project, and b) Weather records from the official weather station nearest the Project site and records of actual observation as contained in daily reports, correspondence, or other documentation. 13.16 The Contractor specifically recognizes that a delay by the Contractor in achieving any Completion Date can have the effect of delaying the Substantial Completion of the Project, that such delay in Substantial Completion of the Project will necessarily cause damages, losses, and expenses to the Owner, including, but not limited to and by way of illustration only, increased capitalized costs and interests for the Project, increased and extended Project overhead, Designer's and Consultant's fees, increased costs of construction, increased and extended operation costs of other facilities, and inefficiency and loss of productivity, and that such damages, losses, and expenses may not be readily identifiable or ascertainable at the time they are incurred or at any time. Therefore, and in recognition of these factors and the likelihood that actual damages from his delay will not be readily ascertainable, the Contractor agrees to pay to the Owner, as Liquidated Damages and not as a penalty, the sum identified in the Contract Documents hereto as the Liquidated Damages per Day, for each day by which the failure to meet any Completion Date shown in the Contract Construction Schedule, adjusted in accordance with this Article, delays the Substantial Completion of the Project. 13.17 The Contractor shall not be entitled to any adjustment in the Contract Price or other compensation from the Owner for any delay in the completion of or progress on the Work that is caused by a force majeure condition or is otherwise not caused by the sole and direct act or omission of the Owner and the Owner's employees or agents. 13.18 The sum for Liquidated Damages is the amount stated in the Contract Documents as Liquidated Damages reasonably estimated in advance to cover the losses to be incurred by the Owner by reason of failure of said Contractor(s) to complete the Work within the time specified, such time being in the essence of this contract and a material consideration thereof. ARTICLE 14. CHANGES IN THE WORK 14.1 Without invalidating the Contract Documents, the Owner may, at any time, or from time to time order additions, deletions, or revisions in the Work. Said additions, deletions, or revisions shall be authorized only by written Change Orders, Construction Change Directives or Field Orders. Upon receipt of a Change Order, Construction Change Directive or Field Order, the Contractor shall proceed with the Work involved. All such Work shall be executed under the applicable conditions of the Contract Documents. If any change causes an increase or decrease in the Contract Price and /or an extension or shortening of the Contract Time, adjustments shall be made as provided in Article 14 and /or Article 15. In order to expedite the Work and avoid or minimize delay in the Work that might affect the Contract Price or Contract Time, the Designer may issue a Change Order in the form of a Construction Change Directive which when signed by the Owner and Designer, directs the Contractor to proceed promptly with the Work involved. Any claim for an adjustment in Contract Price or Time, if not defined in the Construction Change Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 32 Directive, shall be promptly made in writing in accordance with the procedures defined in Article 15.2. 14.2 The Designer may authorize minor changes or alterations in the Work not involving change in the Contract Price or in the Contract Time and not inconsistent with the overall intent of the Contract Documents. These may be accomplished by a Field Order. Such alterations shall not invalidate the Contract Documents nor release the surety. If the Contractor believes that any minor change or alteration authorized by the Designer entitles him to an increase in the Contract Price and /or an extension of Contract Time, he may make a claim therefore as provided in Article 14 and /or Article 15. 14.3 Except in an emergency endangering life or property, no change shall be made by the Contractor except upon prior written Change Order, Directive or Field Order authorizing such Change. 14.4 Increases in the Contract Price and /or extensions of the Contract Time for additional Work performed by the Contractor shall only be in accordance with a written Change Order signed by the Owner and Designer. The Contractor shall not be entitled to additional time or to additional compensation for any Work performed or material supplied which is claimed to have been authorized or settled by an "oral" change, or by a "constructive" or "implied" change, or by a course of conduct, or by any action or non - action by the Owner, Designer, or any other persons, or by any means whatsoever other than by a written Change Order for such Work or material signed by the Owner and the Designer. 14.5 Changes in the Work resulting from emergency shall not invalidate the Contract Documents nor release the surety. 14.6 Neither the Owner nor the Designer shall be responsible for verbal instructions which have not been confirmed in writing, and in no case shall such instructions be interpreted as permitting a departure from the Contract Documents unless such instruction is confirmed in writing and supported by a proper Change Order, Construction Change Directive or Field Order, whether or not the cost is affected. 14.7 The Owner, in its sole discretion, may require that the Contractor notify the Contractor's sureties of any changes affecting the general scope of the Work or change in the Contract Price, and that the amount of applicable bonds shall be adjusted accordingly. If this requirement is exercised, the Contractor shall furnish proof of such adjustment to the Designer and the Owner. If this requirement is exercised, the Change Orders shall require written consent of the Contractor's surety. At the time of signing a Change Order, the Contractor shall be required to certify as follows: "I certify that all sureties have been notified that my contract has been altered by the amount of this Change Order, and that a copy of the approved Change Order will be mailed to all sureties upon its receipt by me." If this requirement is exercised, no payment to the Contractor on account of any Change Order shall become due or payable until written evidence of the surety's consent to the Change Order has been furnished to the Designer and to the Owner, and the furnishing of such written consent is a condition precedent to such payment. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 33 14.8 The Contractor shall support all requests for Change Orders with a detailed cost breakdown showing cost of materials, labor, equipment, transportation, other items, Contractor's overhead and profit, and total cost, in accordance with methods defined in this Article, and, if the request seeks an extension of the Contract Time, with a time - related diagram which demonstrates specifically why an increase in construction time is needed. 14.9 When a request for a Change Order involves a Subcontractor, the Contractor shall provide quotation from same on Subcontractor's letterhead. The Subcontractor's quote shall list materials, equipment, and labor separately, and show overhead and profit in the manner provided in paragraph 14.8. ARTICLE 15. CHANGE OF THE CONTRACT PRICE 15.1 The Contract Price constitutes the total compensation payable to the Contractor for performing all Work under the Contract Documents. All duties, responsibilities, and obligations assigned to or undertaken by the Contractor shall be at his expense without change in the Contract Price. The Contract Price may only be changed by a Change Order. 15.2 Any claim for an adjustment in the Contract Price shall be in writing and written notice of any event, action, or non - action which may become the basis of a claim shall be delivered to the Owner and the Designer within three (3) days of the occurrence of any such event, action or non - action giving rise to the claim. Such written notice is a condition precedent to the making of a claim, and such notice shall describe the basis of the potential claim with reasonable detail and clarity. A claim shall be made in writing and shall be delivered to the Designer and the Owner no later than fourteen (14) days after such notice. The claim shall describe in detail the basis for the claim, with specific reference to any provisions of the Contract Documents, by paragraph, drawing number, or other specific identification, and shall state the amount claimed and how it is calculated. If the Contractor, at the time the claim is made, is unable to state the amount claimed with accuracy, the Contractor shall so state and provide the estimated amount and the basis on which the amount is to be calculated. At the earliest date practicable, but in no event more than thirty (30) days after Contractor's notice of claim, the Contractor shall supplement the claim with an accurate statement of the amount claimed and how it has been calculated. The Contractor shall provide, in writing, in support of the claim all such explanations, arguments, data, receipts, expert opinions, or other documents or information as the Contractor deems appropriate to be considered in support of the claim. A claim may properly be rejected by the Owner by reason of the Contractor's failure to submit adequate or accurate documentation or information, except that within seven (7) days after being given notice that the claim has been rejected on this basis, the Contractor may submit additional documentation or information. No claim for a change of the Contract Price shall be considered or granted (except solely at the discretion of the Owner) unless a claim is so made, nor shall the Contractor be entitled to any increase in the Contract Price unless the Contractor has given notice and made such a written claim within the times required. The Owner shall decide, after obtaining the advice of the Designer, whether an increase in Contract Price is warranted, and the amount of such increase shall be determined as provided in paragraph 15.4 through 15.5, below. Any change in the Contract Price resulting from any such claim shall be incorporated in a Change Order. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 34 The Owner shall advise the Contractor of its decision with respect to the claim within fourteen (14) days of its receipt, or of the receipt of additional documentation or information if the absence of such has previously been the basis of rejection of the claim; provided, however, that if, in its sole discretion, the Owner deems that review or consideration of any part of the claim or any matter related thereto by its governing Board is necessary or appropriate, it shall so advise the Contractor and shall provide its decision to the Contractor within seven (7) days after such Board consideration, review or action. Any claim on which the Owner has not provided its decision to the Contractor within the applicable time period shall be deemed denied. If the Contractor is not satisfied with the decision of the Owner, the Contractor may within seven (7) days of receipt of the Owner's decision initiate the mediation process as described in Appendix A to the General Conditions of the Contract for Construction. 15.3 In determining the amount of a Contract Price adjustment, the parties shall apply the following methods, as appropriate: (A) Change in Work: The Owner and Contractor shall negotiate in good faith and attempt to agree upon the value of any change (extra or decrease) in Work prior to the issuance of a Change Order covering said Work. Such Change Order shall set forth the corresponding adjustment to the Contract Price. In the event the Owner and the Contractor are unable to agree, the Owner shall grant an equitable adjustment in the Contract Price. (B) Emergency Work: In the event of emergency endangering life or property, the Contractor may be directed by the Designer to proceed on a time and material basis, whereupon the Contractor shall so proceed and keep accurately, in such form as may be required by the Designer, a correct account of costs together with all proper invoices, payrolls, and supporting data therefore. 15.4 Where the Contract Price is to be adjusted, the following limitations shall apply in determining the amount of adjustment: (A) In the case of extra or emergency work, the Contract Price shall not be increased by more than the reasonable, actual, and documented net cost of the extra or emergency work plus ten percent (10 %) of such net cost on Work performed by the Contractor and five percent (5 %) thereof on any subcontracted Work for overhead and profit combined. (B) In the case of a decrease in Work, the Contract Price shall not be decreased by less than the net cost of the deleted Work plus five percent (5 %) of such direct net cost for profit and overhead. The term 'net cost' as used herein shall include, as applicable, and shall be limited to, all direct labor, direct material, direct equipment, labor burden, sales taxes, shipping and handling charges, permits and fees, and insurance and bond premium adjustments, if any, attributable to the change. All other items of cost shall be considered as overhead and covered by the percentages allowed in sections A and B of this paragraph. The Contractor shall provide worksheets or tabulations describing the method by which the direct net cost was calculated, and shall provide all data needed to support the calculation of the direct net cost, all in a form acceptable to the Owner. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 35 15.5 Where the Contract Price is to be adjusted by negotiation, the Owner may authorize and designate the Designer to negotiate with the Contractor on behalf of the Owner; provided, however, any agreement reached between the Contractor and Designer shall be subject to approval by the Owner. ARTICLE 16. UNFORESEEN CONDITIONS 16.1 Should the Contractor encounter unforeseen conditions at the Project site materially differing from those shown on the Drawings or indicated in the Specifications or differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement, the Contractor shall immediately, and in no event more than three days later, give notice to the Owner of such conditions before they are disturbed. The Owner and the Designer shall thereupon promptly investigate the conditions and if they find that they materially differ from those shown on the Drawings or indicated in the Specifications, they shall at once make such changes in the Drawings and /or Specifications as they may find necessary. Any increase or decrease in the Contract Price resulting from such changes shall be adjusted in the manner provided herein for adjustments as to extra and /or additional Work and changes. However, neither the Owner nor the Designer shall be liable or responsible for additional work, costs, or changes to the Work that could have been reasonably determined from any reports, surveys, and analyses made available for the Contractor's review or that could have been discovered by the Contractor through the performance of its obligations pursuant to the Contract Documents. ARTICLE 17. CORRECTION OF WORK BEFORE FINAL PAYMENT 17.1 The Owner has the authority to stop or suspend work, and the Designer has the authority to order Work removed or to order corrections of defective Work or Work not in compliance with the Contract Documents where such action may be necessary to ensure successful completion of the Work. Any work, materials, fabricated items, or other parts of the Work which have been found by the Designer to be defective or not in accordance with the Contract Documents shall be condemned and shall be removed from the Project by the Contractor, and immediately replaced by new Work in accordance with the Contract Documents at no additional cost to the Owner. Work or property of the Owner or others damaged or destroyed by virtue of such condemned Work shall be made good at the expense of the Contractor. Correction of condemned Work described above shall be commenced by the Contractor within twenty -four (24) hours after notice from the Designer or the Owner and shall be pursued to completion. Should the Contractor fail to proceed reasonably with the abovementioned corrections, the Owner may, three (3) days after the notice specified in the preceding sentence, proceed with correction, paying the cost, including costs of uncovering such condemned Work, of such corrections from amounts due or to become due to the Contractor. Condemned Work removed shall be the property of the Contractor and shall be removed from the Project by him within ten (10) days after notice to remove it, and if not then removed, thereafter may be disposed of by the Owner without compensation to the Contractor and the Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 36 cost of such disposal shall be deducted from amounts due or to become due to the Contractor. Should the cost of correction of the Work and, if applicable, disposal of the condemned Work by the Owner exceed amounts due or to become due the Contractor, then the Contractor and the Contractor's sureties shall be liable for and shall pay to the Owner the amount of such excess. ARTICLE 18. CORRECTION OF WORK AFTER SUBSTANTIAL COMPLETION; WARRANTIES AND GUARANTIES 18.1 Neither the final certificate, Final Payment, occupation of the premises by the Owner, nor any provision of the Contract Documents, nor any other act or instrument of the Owner or the Designer shall relieve the Contractor from responsibility for negligence, defective material or workmanship, or failure to comply with the Contract Documents. 18.2 The Contractor shall, at the Contractor's sole cost and expense, make all necessary repairs, replacements, and corrections of any nature or description, interior or exterior, structural or non - structural, that shall become necessary by reason of defective workmanship or materials which appear within a period of one (1) year from the date of Substantial Completion; provided, however that notwithstanding the preceding, if any longer guarantee period is specified for any particular materials or workmanship under the Contract Documents, or under any subcontract, or in connection with any manufactured unit which is installed in the Project, or under the laws of the State of North Carolina, the longer guarantee period shall govern. 18.3 If, within any guarantee period, repairs or changes are required in connection with the Work, which are rendered necessary as the result of the use of materials, equipment, or workmanship which are inferior, defective, or not in accordance with the terms of the Contract Documents, the Contractor shall, promptly upon receipt of notice from the Designer and without expense to the Owner: a) Completely repair or replace the Work so that it conforms to the Contract Documents; b) Correct all defects therein; c) Make good all damage which, in the opinion of the Designer, is the result of the use of materials, equipment, or workmanship which are inferior, defective, or not in accordance with the terms of the Contract Documents; and d) Make good any Work or material, or any equipment or contents disturbed in fulfilling any such guarantee. If, in fulfilling the requirements of the Contract Documents or of any guarantee embraced therein or required thereby, the Contractor disturbs any work, facility, premises, or construction belonging to the Owner, the Contractor shall restore such disturbed work to a condition satisfactory to the Owner, and shall guarantee such restored work to the same extent as if it were Work under the Contract Documents. If the Contractor, after notice, fails to proceed promptly to comply with the terms of the guarantee, the Owner may have the defects corrected, and the Contractor and the Contractor's Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 37 ureties shall be liable for all expenses incurred. "Promptly" is defined as within twenty -four (24) hours for systems necessary to normal operation of the building and within seventy -two (72) hours for all other items. All special guarantees applicable to definite parts of the Work that may be shown in or required by Contract Documents shall be subject to the terms of this paragraph during the first year of the life of such special guarantee. Manufacturer's standard guarantees or warranties which do not comply with the time limit specified herein shall be extended by the Contractor automatically without further action on the part of the Owner or the Designer. 18.4 In the eleventh calendar month after the date of Substantial Completion, and at the request of the Owner, the Contractor, the Owner and the Designer shall make an inspection of the Work for the purpose of identifying defective workmanship and /or materials. If the Contractor, having been requested to do so by the Owner, fails to participate in such inspection, the Contractor shall be conclusively bound by any decision or ruling by the Designer as to any defective workmanship or material and as to the Contractor's responsibility for its repair or replacement. ARTICLE 19. OWNER'S RIGHT TO DO WORK 19.1 If, during the progress of the Work or during any period of guarantee, the Contractor fails to prosecute the Work properly or to perform any provision of the Contract Documents, the Owner, after three (3) days written notice to the Contractor from the Designer, or from the Owner after Final Payment, may perform or have performed that portion of the Work and may deduct the cost thereof from any amounts due or to become due the Contractor. Notwithstanding any action by the Owner under this paragraph, all warranties and bonds given or to be given by the Contractor shall remain in effect or shall be given by the Contractor. 19.2 Should the cost of such action by the Owner exceed the amount due or to become due the Contractor, the Contractor and his sureties shall be liable for and shall pay to the Owner the amount of such excess. ARTICLE 20. PARTIAL PAYMENTS 20.1 Within thirty (30) days after his initial receipt of the Construction Contract for signatures, the Contractor shall submit to the Designer a Schedule of Values. The Schedule of Values shall indicate the value of the Work, including applicable overhead and profit, for each Division and section of the Project Specifications. The Designer and Owner shall be provided with the Contractor's estimate papers, Subcontractor agreements, supplier quotes, or other documents substantiating these values if so requested in writing by the Designer. The Contractor shall provide the requested documentation within seven (7) days after receipt of the Designer's written request. The Schedule of Values shall be subject to approval by the Owner, and if the Owner and the Contractor cannot agree upon the Schedule of Values, the Designer shall prepare it, and the Schedule of Values as prepared by the Designer shall be binding on the Owner and the Contractor. No Request for Payment shall be certified by the Designer until the Designer has issued approval of said Schedule of Values. 20.2 Not later than the fifth (5th) day of each calendar month the Contractor shall submit to the Designer a Request for Payment for Work done during the previous calendar month. The Request for Payment shall be in form of AIA Document G702 (latest edition) and shall show substantially the value of Work done (including the value of material delivered to the Project or stored by the Contractor at another site, subject to the conditions hereinafter set forth) during Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 S the previous calendar month, and shall sum up the financial status of the Work with the following information: a) Total Contract Price, including any adjustment thereto made pursuant to the Contract Documents. b) Value of Work completed and materials properly stored to date. c) Less amount retained. d) Less previous payments. e) Current amount due. f) Balance remaining. The Contractor, upon request of the Designer, shall substantiate the request with invoices, vouchers, payrolls, or other evidence. 20.3 When payment is requested or made on an account of stored materials, such materials must be stored on the Owner's property at such places and in such a manner as may be designated by the Designer. However, in the sole discretion of the Owner, with permission in writing from the Designer and Owner and under such circumstances as may be determined by the Owner, such materials may be stored in a bonded warehouse. The location and conditions for storage of such materials away from the Owner's property in a bonded warehouse shall be within the sole discretion of the Owner. Requests for Payment on account of stored materials shall be accompanied by paid invoices, bills of sale, warehouse receipts, or other documentary evidence establishing Owner's title to such materials, evidence that the stored materials are insured against loss and damage, and such other documentation as required by the Designer. Responsibility for the quantity, quality, and condition of such stored materials, whether stored on the Owner's property or away from the Owner's property, shall remain with the Contractor regardless of ownership or title. No payment shall be made on account of materials stored in a bonded warehouse unless the Contractor has acquired written permission from the Designer for such storage of materials and has complied with all conditions set forth in such permission regarding such storage of materials in a bonded warehouse. 20.4 Any Request for Payment received by the Designer on or before the fifth (5th) of the calendar month shall be certified for payment or returned for re- submission to the Contractor on or before the fifteenth (15th) of the calendar month. The Designer's certification shall be for the amount which was requested or that which the Designer has decided was justly due, and shall state in writing to the Contractor and Owner the reasons for withholding payment of any or all of the amount requested. 20.5 The Designer may fail to certify all or part of any payment requested for any of the following reasons: a) Defective Work not corrected. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 39 b) Suits, actions, or claims of any character filed against the Contractor, or due to the operations of the Contractor, or information or notice that a suit, action, or claim will be filed or has been made. c) Information or notice that a Subcontractor or a supplier has not received payment. d) The balance unpaid of the Contract Price is insufficient to complete the Work in the judgment of the Designer or Owner. e) Damage to the Owner or another contractor. f) Inability of the Contractor to meet a Completion Date, including an anticipated failure to meet a Completion Date entitling the Owner to withhold anticipated Liquidated Damages in accordance with paragraphs 13.15 and 13.17 hereof. g) Failure to furnish Submittal as required by the Contract Documents on a timely basis in accordance with the Submittal Register. h) Such other reason as to the Designer may appear prudent, proper, or equitable. When grounds for withholding certification have been corrected, the Designer shall so certify to the Owner and the Owner shall make any payment due with respect to such certification as a part of his next payment after such certification. 20.6 No certificate issued or progress payment made shall constitute an acceptance of the Work or any part thereof. 20.7 The amount certified by the Designer for payment shall be ninety -five percent (95 %) of the value of Work completed and materials stored since the Designer's last certification as shown on the Request for Payment, less any amounts not certified in accordance with paragraph 20.4, and this amount shall be paid by the Owner on or before the last business day of the month, but payment shall not be past due until not paid within fifteen (15) days thereafter. 20.8 After certification by the Designer that the Work is fifty percent (50 %) complete, based on a determination that the Contractor's gross project invoices, excluding the value of materials stored off -site, equal or exceed fifty percent (50 %) of the value of the Contract, (except the value of materials stored on -site shall not exceed twenty percent (20 %) of the Contractor's gross project invoices for the purpose of determining whether the Project is fifty percent (50 %) complete) and the Contractor has provided to the Owner the written consent of its sureties to the cessation of further percentage retention, the amount certified for payment with respect to subsequent Requests for Payment shall be one hundred percent (100 %) of the value of Work completed and materials stored since the Designer's last certification as shown on the Request for Payment, less any amounts not certified in accordance with paragraphs 20.4 and 20.5; provided, however, that the aggregate of periodic payments shall not exceed ninety -seven and one half percent (97.5 %) of the Contract Price. If the Owner determines that the Contractor's performance under the Contract is unsatisfactory, the Owner may resume withholding percentage retention from each subsequent periodic payment application up to the maximum amount of five percent (5 %) of the Contract Price. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 all ARTICLE 21. FINAL PAYMENT 21.1 If the Work of the Contractor is limited to demolition, pilings, caissons and /or structural steel, the remaining unpaid balance of the Contractor's Contract Price, less a sum equal to five - tenths percent (0.5 %) of the Contract Price, shall be paid within sixty days following receipt of the following documents, all of which must be received before payment shall become due: (i) request for payment from the Contractor; (ii) receipt of consent from the Contractor's surety to the payment; and (iii) approval or certification from the Designer that the work performed by the Contractor is acceptable and in accordance with the Contract Documents. 21.2 Except as set forth in paragraph 21.1, within forty five days after Substantial Completion of the Project, the remaining unpaid balance of the Contract Price shall be paid to the Contractor, less an amount equal to two and one -half times the value of punch list work or other work remaining to be completed or corrected, as reasonably estimated by the Owner. 21.3 Upon Substantial Completion, the Designer shall prepare and submit to the Contractor a deficiency list identifying all portions of the Work which are known by the Designer at that time to be incomplete or defective. Within thirty (30) days of receipt of this deficiency list, the Contractor shall complete and correct all items on that list along with all other Work required to achieve Final Completion of the Work. At any time prior to completion of the period of warranty, the Designer may submit to the Contractor a supplemental deficiency list, in which case the Contractor shall complete or correct any and all new items identified on the supplemental deficiency list within the time period stipulated in paragraph 18.3. 21.4 Final Payment of any remaining balance of the Contract Price shall not be due to the Contractor until the Contractor achieves Final Completion of the Project. 21.5 The making and acceptance of Final Payment shall constitute a waiver of all claims by the Owner except: a) Claims arising from unsettled liens or claims against the Contractor. b) Defective Work or materials appearing after Final Payment. c) Failure of the Contractor to perform the Work in accordance with the Contract Documents. d) As conditioned in the Performance Bond. e) Claims made prior to Final Payment which remain unsettled. f) Amounts due arising under Articles 18 and 28. g) Claims for recovery of overpayment based upon incorrect measurement, estimate, or certificate. 21.6 The making and acceptance of Final Payment shall constitute a waiver of all claims by the Contractor except those claims previously made in writing pursuant to paragraph 15.2 and not finally resolved. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 a 21.7 The Designer shall not authorize Final Payment until all of the Work under the Contract Documents has been certified by the Designer as completed, proper and suitable for occupancy and use, and has been approved by all federal, state and local agencies having jurisdiction. 21.8 The final Request for Payment shall be identified on its face as such and shall be presented by the Contractor to the Designer within thirty (30) days of completion of the Work. Final payment of the retained amount due the Contractor shall be made by the Owner within thirty (30) days after the later of (i) full and Final Completion of all Work required by the Contract Documents, and certification of such Work in accordance with paragraph 20.4; (ii) submission of the affidavits of other documentation required by Article 22; (iii) submission by the Contractor of a Request for Payment identified on its face as final and including the Designer's certification. ARTICLE 22. CONTRACTOR, SUBCONTRACTOR AND SUPPLIER AFFIDAVIT 22.1 The Final Payment due the Contractor on account of the Contract Documents shall not become due until the Contractor has furnished to the Owner through the Designer: (A) an affidavit by the Contractor signed, sworn, and notarized to the effect that all payments for materials, services, or for any other reason in connection with the Work or performance of the Contract Documents have been satisfied and that no claims or liens exist against the Contractor in connection with the same; (B) affidavits from each Subcontractor and supplier signed, sworn, and notarized to the effect that (i) each such Subcontractor or supplier has been paid in full by the Contractor for all Work performed and /or materials supplied by him in connection with the Project, and (ii) that all payments for materials, services, and for any other reason in connection with the subcontract or supply contract have been satisfied and that no claims or liens exist against the Subcontractor or supplier in connection therewith; and (C) the written consent of the Contractor's sureties to Final Payment. In the event that the Contractor cannot obtain an affidavit, as required above, from any Subcontractor or supplier, the Contractor shall state in the Contractor's affidavit that no claims or liens exist against such Subcontractor or supplier to the best of the Contractor's knowledge, and that if any appear afterwards, the Contractor shall save the Owner harmless for all costs and expenses, including attorneys' fees, on account thereof. ARTICLE 23. ASSIGNMENTS AND SUBCONTRACTS 23.1 The Contractor shall not assign any portion of this Agreement nor subcontract the Work in its entirety without the prior written consent of the Owner. Except as may be required under terms of the bonds required by the Contract Documents, no funds or sums of money due or to become due to the Contractor under the Contract Documents may be assigned. ARTICLE 24. MEASUREMENTS 24.1 Before ordering material or doing Work which is dependent for proper size or installation upon coordination with building conditions, the Contractor shall verify all dimensions and shall be responsible for the correctness of same. No consideration will be given for any claim based on differences between the actual dimensions and those indicated in the Contract Documents. Any discrepancies between the Contract Documents and the existing conditions shall be referred to the Designer for adjustment before any Work affected thereby is begun. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 M ARTICLE 25. CONTRACTOR AND SUBCONTRACTOR RELATIONSHIPS 25.1 Within thirty (30) days after initial receipt of the Construction Contract for signatures the Contractor shall submit to the Designer and Owner for acceptance a current list of the names of Subcontractors and such other persons and organizations (including those who are to furnish materials or equipment fabricated to a special design) proposed for any and all portions of the Work. The Contractor shall provide this list at this time even if the Contractor was required to submit a list of proposed Subcontractors with the Contractor's bid. The Designer shall promptly reply to the Contractor in writing stating whether or not the Owner or the Designer, after due investigation, has objection to any such proposed person or entity or if it needs additional information to evaluate the persons on the list. Failure of the Designer to reply within ten (10) days after the Contractor has furnished all required information shall constitute notice of no objection. The Contractor shall not contract with any such proposed person or entity to whom the Owner or the Designer has made reasonable objection. If the Designer or Owner has reasonable objection to any such proposed person or entity, the Contractor shall submit a substitute to whom the Owner and the Designer have no reasonable objection. The Contractor shall make no substitution for any Subcontractor, person, or entity previously allowed without first notifying the Designer and Owner in writing and no substitution may be made if the Owner or Designer makes a reasonable objection to such substitution. 25.2 The Contractor agrees that the terms of the Contract Documents, including all portions thereof, shall apply to all Subcontractors of the Contractor as if they were the Contractor, and that the Subcontractors of the Contractor shall, by means of their subcontracts, be bound by all the terms of the Contract Documents including, but not limited to, Article 26 of these General Conditions. 25.3 Payments to Subcontractors shall be made in accordance with the provisions of N.C. Gen. Stat. §143- 134.1. ARTICLE 26. USE OF PREMISES 26.1 The Contractor shall confine apparatus, the storage of materials, the operations of workers, and the disposal of material to limits indicated by law, ordinances, permits, and directions of the Designer, if any. 26.2 The Contractor shall not load or permit any part of the Work to be loaded with a weight that will endanger its safety, intended performance, or configuration. 26.3 The Contractor shall enforce all of the Designer's instructions, including, but not limited to, those regarding signs, advertisements, fires, and smoking. ARTICLE 27. CUTTING, PATCHING AND FITTING 27.1 The Contractor shall do all cutting, fitting, and patching of the Work that may be required to make its several parts come together properly and fit it to receive or to be received by Work shown in or which can be reasonably implied from the Contract Documents. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 W ARTICLE 28. DISPUTE RESOLUTION 28.1 The laws of the State of North Carolina shall apply to the interpretation and enforcement of this Agreement. Any and all suits or actions to enforce, interpret, or seek damages with respect to any provision of, or the performance or nonperformance of, this Agreement shall be brought in the General Court of Justice of North Carolina sitting in Orange County, North Carolina, and it is agreed by the parties that no other court shall have jurisdiction or venue with respect to such suits or actions. In any dispute arising pursuant to the terms of this Agreement the Parties shall follow and abide by the Rules and Procedures for Orange County Design, Building Construction, Renovation, and Repair Projects. The policy is incorporated herein by reference and may be viewed at http: / /www.orangecountync.gov /departments /purchasing division /contracts.php). Regardless of the outcome of any dispute each Party shall be responsible for its own legal costs including reasonable attorneys' fees. 28.2 Any person or firm that expressly or impliedly agrees to perform labor or services or to provide material, supplies, equipment, work, performance or payment bonds, insurance or indemnification for the construction of the Project or the Work shall be deemed a party to this Agreement solely for the purpose of this Article 28. The Contractor, by means of its subcontracts, shall specifically require its Subcontractors to be bound by this Article. ARTICLE 29. TAXES 29.1 The Contractor has included in the Contract Price and shall pay all taxes assessed by any authority on the Work or the labor and materials used therein. The Contractor shall maintain all tax records during the life of the Project and furnish the Owner with a complete listing of all taxes paid by taxing authority, invoice number, date, amount, etc. in a form acceptable to the Owner. The Contractor is required to maintain a file showing taxes paid on the Project for three (3) years after Final Payment or turn said documents over to the Owner for his files. 29.2 The following is a list of requirements to be followed by the Contractor in maintaining proper records and reporting the North Carolina Sales and Use Tax and Local Sales and Use Tax. The Contractor shall comply fully with the requirements outlined below, in order that the Owner may recover the amount of the tax permitted under the law. a) It shall be the Contractor's responsibility to furnish the Owner documentary evidence showing the materials used and sales and use tax paid by the Contractor and each of his Subcontractors. Such evidence shall be transmitted to the Owner with each pay request regardless of whether taxes were paid in that period. b) The documentary evidence shall consist of a certified statement by the Contractor and each of the Contractor's Subcontractors individually, showing total purchases of materials from each separate vendor and total sales and use taxes paid to each vendor. Certified statements must show the invoice number, or numbers, covered, and inclusive dates of such invoices. c) Materials used from Contractor's or Subcontractor's warehouse stock shall be shown in a certified statement at warehouse stock prices. d) The Contractor shall not be required to certify the Subcontractor's statements. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 L. ARTICLE 30. OPERATION OF OWNER'S FACILITIES 30.1 The Contractor agrees that all Work done under the Contract Documents shall be carried on in such a manner so as to ensure the regular and continuous operation of the adjoining or adjacent facilities. The Contractor further agrees that the sequence of operations under the Contract Documents shall be scheduled and carried out so as to ensure said regular and continuous operation. The Contractor shall not close any areas of construction until so authorized by the Designer. The Contractor shall control operations to assure the least inconvenience to the public. Under all circumstances, safety shall be the most important consideration. ARTICLE 31. THIRD PARTY BENEFICIARY CLAUSE 31.1 It is specifically agreed between the parties executing the Agreement that, with the specific exception set forth paragraph 7.24 hereof, and that exception only, the Contract Documents and the provisions therein are not intended to make the public, or any member thereof, a third -party beneficiary of the Agreement, or to authorize anyone not a party to the Contract Documents to maintain a suit for personal injuries or property damage pursuant to the terms of provisions of the Contract Documents. ARTICLE 32. MEASUREMENT OF QUANTITIES 32.1 All Work completed under the Contract Documents shall be measured by the Contractor using United States customary units of measurement. The method of measurement and computations to be used in determination of quantities of material furnished and of Work performed under the Contract Documents shall be those methods set forth in the Contract Documents or, if not specifically set forth therein, the method generally recognized as conforming to good engineering practice. ARTICLE 33. TERMINATION BY THE OWNER FOR CAUSE 33.1 If the Contractor fails to begin or complete the Work under the Contract Documents within the time specified, or fails to perform the Work with sufficient labor and equipment or with sufficient materials to insure the prompt completion of said Work, or shall perform the Work unsuitably or shall discontinue the prosecution of the Work for three (3) days, or if the Contractor shall become insolvent, be declared bankrupt, commit any act of bankruptcy or insolvency, allow any final judgment to stand against the Contractor or its affiliated companies unsatisfied for a period of forty -eight (48) hours, make an assignment for the benefit of creditors, or for any other cause whatsoever shall not carry on the Work in an acceptable manner, the Owner may give notice in writing to the Contractor and the Contractor's sureties of such delay, neglect, or default, specifying the same, and if the Contractor within a period of three (3) days after such notice shall not proceed in good faith and with reasonable speed to correct such delay, neglect, or default in accordance with such notice, the Owner shall have full power and authority, to the extent permitted by law, without violating the Contract Documents, to take the prosecution of the Work out of the hands of the Contractor, to appropriate or use any or all materials and equipment at the Project as may be suitable and acceptable, and may enter into an agreement for the completion of the Work or pursue such other methods as in the Owner's opinion shall be necessary or appropriate for the completion of the Work in an acceptable Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 W manner. All costs and charges incurred by the Owner in proceeding in accordance with the preceding sentence, including attorney's fees, and all costs incurred by the Owner in completing the Work shall be deducted from any money due or which becomes due the Contractor. If such costs and expenses incurred by the Owner shall be less than the sum which would have been payable under Contract Documents if it had been completed by the Contractor, then the Contractor shall be entitled to receive the difference, but if such costs and expenses shall exceed the sum which would have been payable under the Contract Documents, the Contractor and the Contractor's surety shall be liable to the Owner for and shall pay to the Owner the amount of such excess. ARTICLE 34. TERMINATION OR SUSPENSION BY THE OWNER FOR CONVENIENCE 34.1 The Owner may, without cause, order the Contractor to terminate, suspend, delay, or interrupt the Work in whole or in part for such period of time as the Owner may determine. 34.2 If the Contractor is subsequently ordered by the Owner to resume the Work, any cost or expenses to which the Contractor may be entitled by reason of the suspension, delay, or interruption shall be recovered by means of a Change Order in accordance with Articles 13 and 14 hereof and the Contract Construction Schedule shall be adjusted in accordance with Article 13 hereof. 34.3 In the event of termination by the Owner under this Article, the Contractor shall be entitled to receive the reasonable and documented direct costs incurred prior to termination, including the cost of materials purchased for the Work which purchases cannot be canceled or which material cannot reasonably be used by the Contractor on other work, and the cost of closing down the Project in a safe and efficient manner, plus ten percent (10 %) thereof for overhead and profit, subject to the following conditions: a) When the Contract is terminated before completion of all items of Work, payment shall be made for the actual number of units or items of Work completed at the applicable contract prices, or as mutually agreed for items of Work partially complete. If a mutual agreement cannot be reached, the Owner shall have the authority to make such equitable adjustment as it deems warranted and the Final Payment shall be made accordingly. b) Reimbursement for organization of any Work and moving equipment to and from the job shall be considered when not otherwise provided for in the Contract Documents where the volume of completed Work is too small to compensate the Contractor for those expenses under unit prices. If a mutual agreement cannot be reached, the Owner will have the authority to make such equitable adjustments as it deems warranted and the Final Payment will be made accordingly. c) Materials obtained by the Contractor for the Work that have been inspected and accepted by the Designer and that are not incorporated in the Work shall, at the request of the Contractor, be purchased from the Contractor at the Contractor's actual cost as shown by receipted bills and actual costs records at such points of delivery as may be determined by the Owner. d) No payment shall be made by Owner to Contractor except as herein above provided. No claim for loss of anticipated profits shall be considered or allowed. Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 M. e) Termination of the Contract shall not relieve the Contractor of his responsibilities for any completed portion of the Work nor shall it relieve his sureties of their obligation for and concerning any just claims arising out of the Work performed. The Contractor shall not be entitled to any other compensation, including compensation for lost profit, lost opportunity, or any other direct or consequential cost, loss, or damage. ARTICLE 35 MINORITY BUSINESS ENTERPRISE PROGRAM 35.1 The Contractor shall at all times comply with the Orange County Minority Business Enterprise Policy. All documentation substantiating compliance with the requirements of this program shall be delivered to the Owner as stipulated in the Contract Documents. A copy of the Orange County Minority Business Enterprise Policy is included in the Project Manual. ARTICLE 36 E- VERIFY AND DIGITAL SIGNATURES 36.1 By executing the Agreement Contractor affirms Contractor, its agents and subcontractors, are and shall remain in compliance with Article 2 of Chapter 64 of the North Carolina General Statutes. 36.2 This Agreement together with any amendments or modifications may be executed electronically. All electronic signatures affixed hereto evidence the consent of the Parties to utilize electronic signatures and intent of the Parties to comply with Article 11A and Article 40 of North Carolina General Statute Chapter 66. 36.3 By executing the Agreement Contractor certifies that Contractor has not been identified, and has not utilized the services of any agent or subcontractor identified, on the list created by the State Treasurer pursuant to G.S. 147 - 86.58. 36.4 By executing the Agreement Contractor certifies that Contractor has not been identified, and has not utilized the services of any agent or subcontractor identified, on the list created by the State Treasurer pursuant to G.S. 147 - 86.81. ARTICLE 37 GENERAL 37.1 If any provision of the Agreement shall be declared invalid or unenforceable, the remainder of the Agreement shall continue in full force and effect. 37.2 The titles to Articles herein are for convenience only, are not substantive parts of the General Conditions, and are not to be considered in interpreting the Contract Documents. END OF GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - EXHIBIT 1 Revised 10/17 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 r 2Erie CERTIFICATE OF INSURANCE ol - THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY - 100 Erie Ins. Pl. • Erie. PA 16530 CERTIFICATE HOLDER COPY NAME AND NUMBER OF AGENCY THE SORGI INSURANCE AGENCY INC 11 1095 16 CONSULTANT PL STE 102 DURHAM , NC 27707 -6313 919- 682 -4814 NAME AND ADDRESS OF NAMED INSURED TRIANGLE LANDSCAPING INC PO BOX 144 STEM NC 27581 -0144 DATE ISSUED 02/19/2018 NAME AND ADDRESS OF CERTIFICATE HOLDER ORANGE COUNTY PO BOX 8181 HILLSBOROUGH NC 27278— 1 This is to certify that Policies, as indicated by Policy Number below/, are in force for the Named Insured at the time that the certificate is ring issued. GENERAL LIABILITY ! 0272620479 03/26/2018 03/26/2019 COMMERCIAL GENERAL LIABILITY OCCURRENCE FORM GENT. AGGREGATE LIMIT APPLIES PER: POLICY VOLUNTARY PROPERTY DAMAGE ANY O BILE LIABILITY � Q032630379 1 0312612018 I 03/26/2019 NON - OWNED) WORKERS COMPENSATION Q872600559 03/26/2018 03/2612019 EACH OCCURRENCE S 100()00() FIRE DAMAGE (Any one premises) 1000000 MED EX.P (Any one person) S 5000 PERSONAL & ADV INJURY I S 1000000 GENERAL AGGREGATE IS 2000000 PIOP AGGI$ 2000000 (EACH PERSON} $ BODILY INJURY $ (EACH ACCIDENT) PROPERTY DAMAGE $ BODILY INJURY AND g 750000 PROPERTY DAMAGE COMBINED EACH OCCURRENCE AGGREGATE STATUTORY AND BODILY ACCIDENT S 500000 EACH ACCIDENT EMPLOYERS LIABILITY INJURY DISEASE S 500000 POLICY LIMIT BY DISEASE $ 500000 EACH EMPLOYEE DESCRIPTION OF OPERATIONSILOCATIONStVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CANCELLATION: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED FOR INFORMATION PURPOSES ONLY AND CONFERS NO RIGHTS ON THE CERTIFICATE HOLDER. IT DOES NOT AFFIRMATIVELY OR NEGATIVELY LIST, AMEND, EXTEND OR OTHERWISE ALTER THE TERMS, EXCLUSIONS AND CONDITIONS OF INSURANCE COVERAGE CONTAINED IN THE POLICY(IES) INDICATED ABOVE. THE TERMS AND CONDITIONS OF THE POLICY (IES) GOVERN THE INSURANCE COVERAGE AS APPLIED TO ANY GIVEN SITUATION. LIMITS SHOWN MAY HAVE BEEN REDUCED BY CLAIMS PAID. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER AND CERTIFICATE HOLDER. OF -1568 09112 CIF 4Tr�T►1 --1F T_N110 AUTHORIZED REPRESENTATIVE ^, �„_ _,. SEE REVERSE SIDE DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 PROPERTY OWNER; ORANGE COUNTY P,❑, BOX 8181 HILLSB ❑R ❑U❑H) ANGEL BARNES NC 27278 919- 245 -2628 PARCELS # 9874711038 1612 AC # 9874717383 127 AC # 9874716466 068 AC # 9874715479 068 AC - -• 1•t 1 WMV- 9 WEN 101 MEADOWLAND DRIVE HILLSBOROUGH, NORTH CAROLINA IF() 1. All water and sewer procedures of the Town of Hillsborough will be followed. 2. A Soil & Erosion Control Plan (from Orange County) will be obtained prior to issuance of a ,Zoning Permit. 3. The Hillsborough Fire Chief recommendations will be followed. 4. The Stormwater Control & Grading Plan will be reviewed and approved by the Town of Hillsborough Stormwater Resources Officer, at the developer's expense, before issuance of a Zoning Permit. The plan will be followed. 5. Driveway Permit(s) will be obtained from NCDOT before a Zoning Permit is issued. 6. All new utilities will be underground. 7. Stream buffer requirements of Section 6.20 of the Unified Development Ordinance will be followed. 8. The Zoning Officer will inspect the site before a Certificate of Occupancy is issued. 9. Outside storage is prohibited. 10. Trees to remain undisturbed during construction will be flagged to the outside crown of the trees to remain and will be inspected before the Zoning Permit is issued. 11. Plant material will be installed per Section 6 of the Unified Development Ordinance. The Zoning Officer will inspect plant material during the second growing season and substandard material will be replaced by the owner /developer. 12. The owner or recipient of the Zoning Permit shall properly maintain the parking, landscaping, lighting, and dumpsters. 13. This plan, if approved, will expire if significant meaningful construction has not begun by WN (DF HILLSBOROUGH 12/18/2017 T \,1ICINI T Y M4R NTS 17 SHEET LISTING C0.1 C1.0 C1.1 C1.2 C2,0 C2.1 c2.2 C3.0 .1 I . If the two existing solid waste dumpsters (serviced by Waste Industries) won't provide enough capacity to serve both the existing facility and the new field house expansion, C30 additional capacity shall be provided by the owner either through more frequent collections and /or additional dumpsters. 7 C4 ii. If the one existing cardboard dumpster (serviced by Republic Services) won't provide enough capacity to serve both the existing facility and the new field house expansion, C401 additional capacity shall be provided by the owner either through more frequent collections and /or additional dumpsters. C5,0 ill. If the —7 existing mixed recycling roll carts (serviced by Orange County Solid Waste) won't provide enough capacity to serve both the existing facility and the new field house C 5 expansion, additional carts can be provided at the request of the owner by contacting Orange County Solid Waste (K. Witosky 919- 968 -2788) C50 0 COVER SHEET EXISTING CONDITIONS PLAN DEMOLITION PLAN CONTRACTOR LAYDOWN PLAN OVERALL SITE PLAN ENLARGED SITE PLAN SITE PLAN DETAILS ENLARGED ING AND STORM DRAINAGE PLAN 11 .0 i sWA '6 t •' t'• • e I wat'll I E-A ma- VA No - WM NO 4,W, UTILITIES DETAILS EROSION CONTROL PLAN I OS N"C 1 0 EROSION CONTROL DETIALS 1.1 ENLARGED LANDSCAPE PLAN � 0 S L�O A1.1 A1.1a A3,01 FLOOR PLAN AND ENLARGED FLOOR PLAN FLOOR PLAN, ELEVATIONS AND DETAILS, ALT. #1 BUILDING ELEVATIONS 222 cloister court chapel hill, nc 27514 919.401.8586 www.cra- ae.com z O Z o � Q O XIII c./) Wa�z Z ~= o 1< 0 0 aw J 0 no. revisions 717 NCDEQ RESPONSE TO COMMENTS 9/01/17 NCDENR REVISION #3 09/26/17 ITTRC SUBMITTAL 10/23/17 7 TRC SUBMITTAL 12/18/17 drawn checked ETS MLH sheet COVER SHEET C0.1 date project no. 12/15/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 NL7 TES 1) AREAS BY COORDINATES, 2) HORIZONTAL GROUND DISTANCES SHOWN, 3) UNDERGROUND U TIL I TIES SHOWN SHOULD BE CONSIDERED APPROXIMATE, CONTRACTORS ARE ADVISED TO HAVE ALL UNDERGROUND UTILITIES MARKED PRIOR TO ANY EXCAVATION, UNDERGROUND UTILITIES ARE BASED ON FIELD MARKINGS BY U,L,O,C,O, THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES BEYOND THOSE SHOWN HEREON, 4) RATIO OF PRECISION- 1;10,000 +, 5) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT; THEREFORE, THERE MAY BE ENCUMBERANCES AFFECTING TITLE ON THESE PROPERTIES NOT SHOWN HEREON, 5) TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PROVIDED BY RILEY SURVEYING, P,A, PO, BOX 16459 CHAPEL HILL, N,C, 27516 ph 919- 667 -0742 fx 919 - 402 -0234 6) ALL PROPERTIES ARE WITHIN THE TOWN OF HILLSBOROUGH JURISDIC TION SITE BENCHMARK MANHOLE RIM ELEV- -61625 � O � PSJ�II / v � G �V sP PQV W746PS9'w bun _ S 88 °21'52" E i 0 j \ \ A� \ \ 0 0. \ %0" \ 1z W ' -\P o o° ° o" w 618 RRE4�7 D 'LP, \6�0� ♦ \ 6 \� 614 16 � MORF�� I 618 oP c d I 2 ®® -614 -- — \�� \\ 12'S1' HMORE / IS MAi'LE ® ®® — _ c \ \ l� P r0 114- MAPLEI l \ \ _� �a\ \� \ ♦ l o, Q �y�7/ / /1s VILLaw/ anti c I I I �>1> 1 11?� SJ�'C�AMORE/ o I 1 I I I 961 _ / OL O I ¢ I \ \6 \o \\ `\ N 09° q 14'SYCAMORE / l l / I ® I Na 6,E?2� \ — N 27 000'07' E 135, 54' ---:� 41-/ �L 0 I� 2� 0 °1\ 0 \ \ 0 \ \ aVk 0 \ \ \ \\ o \ \\ \\ \ \\ \ \°�N \a \o. \ \ \ 009� 0�, -NT s\ \ ° ° 9 70 0 ACTOR= �a S 1 600 - �6��� \�N 83 °26132" W - S 77 - J _127,37' �TpTAL) X43 101.73 _ 25,64' I 624� _ /\ /ti/ 1 REG 5 C �_ \ I y UL qR M T 'E AIRS1 , 1 o lop .1 1 V / / Sp 3 �� � � p T c I I / \ 1 SENIOR CENTER \ \ ADDITION \ F.F.E. = 619,09 Lf \ \ \ \ \ \\ \\ 606 \ - — — — — — — — — — — — — — CURVE RADIUS ARC LENGTH TANGENT DELTA ANGLE CHORD BEARING CHORD L ENG TH C1 405,00-' 100, 38' 50,451 14 °12'01 " N 31 °04 '14 " E 100,12' C2 246,95' 162,80' 84,48' 37 °46'20" N 40 °19'56" E 159,87' C3 55,001 102,271 73,71 ' 106 °32118" N 38 °22'13" E 88,16' C4 1110, 70' 76,831 38,43" 03"57147"" N 23 °25'37" E 76, 81 ' EXISTING 15 -25% SLOPES R -1 ORANGE COUNTY ZONING 4 .A 2.5'vflM / hI On — �— =602 \ - 61o_'I,_. \/ 14' 012' M \ \ \ \ 10 R G LA y, D mlm�� 0 � \ \ \ - - -- 608 - - - - -- S TRYM AVMTAEff G?AP \ \ -- 606 - - - - -- 15'c;UM/ \ \ 0012'GUM —604— — — \ \ 121GUM �' j����� 12'ELM \ _ : \ 1 TGUM 14'GUM \ 000 y — — — _ _ _ \ �\ \ 14'MAPLE �13'GUM 602 — / / \6oX° �l — 610 — — 2 \ //,f2 -MAPLE \ y \ S 89'4 705' W 68,99"- O — 2 '� /�i/ 610 5/ —�'' - - - -__ )c68' 4 R -1 ORANGE COUNTY ZONING TRMW 1HVESTNE)vr amp STEEP SL ❑PE DATA SLOPE SQUARE PERCENT OF FOOTAGE GRADED AREA 15 -25% 11810 7.43% >25% 0 0 TOTAL GRADED AREA: 158,994 SF R -1 ORANGE COUNTY ZONING ' 711 r / 7-7A'11 a JLlIa. 4�1 US 70 AZ& NT m.T S 23tW12. 'AgOl.7,p AP 33fgg. 12 -14 AND A PORTION OF 15 W111IFIELD FARM M R -1 ORANGE COUNTY ZONING -,-I -A , Tl PROPER T Y L INE EXISTING IRON PIPE EXISTING IRON ROD SET IRON PIPE SET 'PK' NAIL EXISTING ANGLE IRON FL AG POL E LIGHT POLE UTILITY POLE HANDICAP RAMP /ACCESS YARD INLET /CATCH BASIN FIRE HYDRANT CLEAN -OUT SANITARY SEWER MANHOLE ROOF DRAIN TELEPHONE PEDESTAL WATER VAL VE GUY WIRE ELECTRIC METER SIGN IRRIGA TION VAL VE BOLLARD TREE (SIZE AND TYPE) FIRE DEPT, CONNECTION WATER METER OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER OP TICS CONCRETE TRANSFORMER PAD ROOF (OVERHANG) LINE BASKETBALL GOAL UNDERGROUND GAS LINE TREEL INE GAS METER TOTAL SITE AREA: 18.75 AC. TOTAL BUILDING SQUARE FOOTAGE: 82,000 S.F. TOTAL EXISTING IMPERVI ❑US SURFACE AREA: 308,640 S.F. TOTAL UNDIST E REA: 7.78 AC. SCALE: 1" = 40' -0" 40 20 0 40 80 device: \ \CRZSVR2 \Canon iR4570 PS3 file name: N:\1613 Sportsplex Field house \Civil \CAD Files Current \1613 Sportsplex Field Housel6 *L#Ioam6:ENU'/gLfT.dwg date /time printed: 9/29/2017 2:23:36 PM 222 cloister court chapel hill, nc 27514 919.401.8586 www.cra- ae.com x W z J a0 N � � 0 N L1J W � v � � z O = Z o Q � � � m W J J_ no. revisions 17 rawN of HILLSBOROUGH RESPONSE 09/11/17 drawn checked ETS MLH EXISTING CONDITIONS PLAN sheet C1 ■ date project no. 09/11/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 AY�it�6 SITE BENCHMARK MANHOLE RIM ELEV=6 616,85 RIM = 616,85 IN= 608,50 (SE) OUT =603, 90 (SW) 14'SYCAMORE N 27 °00'07 E 135,54' 5� SS 8- Ste' / v Q' q111 / 4 � �SlT / /0 �V RIM = 618,30 S P / IN= 600,18 (NE) f 7 s OUT= 600,08 N 51 °4 " W / ST NE WALK / EXIST. LAPIN WILLOW 0 B IX oti 4- A \ 0 0 t cQ. s l 121SY MORE A-D 14 IJo 15'MAPLE ® ®® EXIST, \ °r Tc fta 14'M� ® f 15'WILLOW OAK ]RE � NK our =M7 L,P, A �O 8 0 � r 11111 _ 8w NO4 \8 w L ® I 11FLAG POLES ON CONC. PADS 'C3 o 1 I � 1 1 c — d� C_ \ / FARM 044JAV X/ 0 X E / e/ SENIOR( S 88° 'S2" E _ _� / /� / ADDIT 129, 82 F.F.E. _ 50' BUFFER c, of EXISTING OUTLET STRUCTURE FV 3S RISER: 54" DIA., RIM 599.90 BARREL: 30" DIA. PIPE, INV. 588.50 \ \ EMERGENCY SPILLWAY: \ \ WIDTH: 20', ELEV. 602.9 \ \ L,P, NORMAL POOL: 193,000 S.F. \ NEW RIM ELEV: 600.15 \ - -- EXISTING 15 -25% SLOPES R -1 ORANGE COUNTY ZONING R -1 ORANGE / 'y COUNTY ZONING XISTING DRIVEWAY AND HOUSE TO BE S REMOVED AL I o\ POND Mp �d o° °0 cP C ° °8 °° 60 04 — — — — — — — — — - Ir 0 ° 0 \ L,P, 9 R G LA M ° t*o N ?00100S �. — — — — c/ 0 \ 50' BUFFER \ 10 R G LA L 12'�UM �p4I 00 6 ` %0- o� 50900 \ 15 -GUM ° °d' °° 121GUM °°� \ 121GUM \ \ oQ ° °L9 0 �° FD l - ° 10L� 72 °1$'23 E S`. 50' BUFFER \ _ \ - ' 1 TGUM 14'GUM 5 / 9� �, / \ 14'MAPLE 1242 13 GUM ♦ - — S °`611" � \ °27'2% 354- _ ' / 12'MAPLE N 83 °26= w 127, 3) (� 43 32 2 73' - � 1(TpTAL >/ ' ��'� 12'GUM 12'GUM 2,564" \_ ' 9`Sjm S 89 °46'05" W 68,99' \ 2� O � 41- � \]lam .! 49, 69 ow — N J ° \ 42,38" S, 5582' N 85 °35'53" R -1 ORANGE COUNTY ZONING L./\1J 111140 UI \1 V t— W 1--1 I �J 2IAND HOUSE TO BE DBPB7; REMOVED k PB 111 PG 1 ys \ I P1N 98747173 ., ....... DB 205S PG 63 PB 85 PG 51 p1N 9874719144 ASPHALT . ❖. ❖.•.�.�.v %�::1 . TO BE EMOVED . _ "40 � Q O 25'GUM �1� TRMW A &TS AVi% QWW A� AAA AA AA TREE TABLE NUMBER OF TREES REMOVED: 60 ro . - iAMM K AWM I2 -14 pp JAD A PORTION OF 15 38' UM WFIITFTEI.D FARM ' WB- 07 -E-421 QQ PB 1 PG 46 18' M P1N 98 74 7182 75 XISTING DECK TO BE REMOVED 24'GU 3'OAK 1 0'P� UM R -1 ORANGE T WELL 6V'iIISINFECTED, 0 GROUTED, AND ABANDONED 2410A ACCORDING TO NCDEQ STANDARDS EXISTING DECK TREE PR❑TECTI ❑N TO BE REMOVED FENCING 1 TREE TO BE REMOVED TYPICAL NEW EXISTING DEMOLITION - X - X - X X X X - NUMBER OF OVER 24" REMOVED: 38 \ % OF TREE COVERAGE PRE - DEVELOP ENT: 21.8% % OF TREE COVERAGE POST - DEVELO MENT: 21.8% *CALCULATED USING AERIAL IMAGERY VIA GO LE EARTH NOTE: CONSIDERATIONS GIVEN TO SAVING ALL AVAILABLE TREES IN BUFFER ZONE AND OTHER AREAS NOT IMPACTED BY NEW FACILITIES BUILDING DEMOLITION CONCRETE & ASPHALT PAVING DEMOLITION TREE REMOVAL PAVEMENT PATCHING ---T. NO PORTION OF THE SITE IS WITHIN THE 100 YEAR FLOOD ELEVATION. 2. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PROVIDED BY RILEY SURVEYING, P.A.; PHONE: 919.667.0742. 3. PRIOR TO BIDDING ON WORK AT THE SITE, THE CONTRACTOR MUST VISIT THE SITE TO FIELD VERIFY THE EXISTING CONDITIONS. 4. NO WORK SHALL TAKE PLACE ON SITE UNTIL THE CONTRACTOR HAS CONTACTED NORTH CAROLINA ONE -CALL CENTER TO LOCATE ALL EXISTING UNDERGROUND UTILITIES. 5. ANY INTERRUPTION OF UTILITY SERVICE MUST BE APPROVED AT LEAST 48 HOURS PRIOR TO WORK IN THAT AREA. 6. ANY SIGNIFICANT CHANGES IN ACTUAL SITE CONDITIONS FROM THOSE SHOWN ON THE PLANS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 7. ALL EXISTING WALKS, PAVEMENT, CURB, ETC. WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE SAWCUT AND REPLACED TO MATCH EXISTING CONDITIONS. 8. ALL DIMENSIONS ARE TO THE BACK OF CURB, UNLESS OTHERWISE NOTED. SCALE: 1" - 40' -0" 9. - ALL RADII ARE 5 FT., UNLESS OTHERWISE NOTED. 10. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES ON THE - - -- ---------------- SITE, THE APPLICANT WILL HOLD A PRE - CONSTRUCTION CONFERENCE 40 20 0 40 80 WITH THE TOWN OF HILLSBOROUGH STAFF. 11. ACCESS TO THE DUMPSTER AREA WILL BE ON ALL WEATHER, HEAVY DUTY PAVEMENT. 12. ADJUST ALL EXISTING UTILITIES TO BE FLUSH WITH FINAL GRADES. TYP. device: \ \CRZSVR2 \Canon iR4570 PS3 file name: N: \1613 Sportsplex Fieldhouse \Civil \CAD Files Current \1613 Sportsplex Field Housel6p4e lnnmg:EN1DV L#T.dwg date /time printed: 11/20/2017 12:28:39 PM i 222 cloister court chapel hill, nc 27514 919.401.8586 www.cro- ae.com I PY51 1#1 z � O Z o 0 X Lu � Q V Lu v� wa�z 0 0 Q0 o O(n H no. revisions TOWN OF HILLSB ❑R ❑UGH RESPONSE 09/11/17 TRC SUBMITTAL 11/20/17 drawn checked ETS MLH DEMOLITION PLAN sheet ■ date project no. 10/23/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 Rye oy 4- L,P. Gj P� `6 12 -SY MORE -� �< v' % 3(0 �2 AFB S l 12' Y� (b ), 15'MAPLE ® ® ® ®® EXIST, jC YR / EXIST, 14'MAPLE ` AR REGULAR 1 0 P C rl j 15'VILLOV aA P 124SYCAM17RE XI 14'SYCAMORE►7� L P S SITE BENCHMARK 41%6 l l ® SD MANHOLE RIM l S ® L ELEV= 61625 N 27 000107' E / v ED 135 54 — Q RIM6 08, 505 �q F IN 608,50 (SE) AWAM4 OUT = 603.90 (SW) S Q Zip J Q Q, o wa Wr ­J v1z PACT Q ti ti tih X T, s / 9 Ily °h�Z4h L. 0 RIM = 611.80 EXIST, - 604,05 0 AR / UT =603, 91 CNW ` IN= 605,52 CE? i �0 o - 5,82 CS �� C9 o L,P. J, 17UT = 605,40 (/Vw / � ':' O 14 \8 S RIM =612, 30 S P IN= 600,18 lNE) Q/9 \ 17UT = 600,08 W) N 51 °4 Y� PARN AWA4 A ' S 88 °21'52' E 129, 82 ISTING OUTLET STRUCTURE ;ER: 54" DIA., RIM 599.90 RREL: 30" DIA. PIPE, INV. 588.50 ERGENCY SPILLWAY: DTH: 20', ELEV. 602.9 RMAL POOL: 193,000 S.F. W RIM ELEV: 600.15 POND 1- Q 1�? > Q c 77 °2�� o bL' SENIOR CENTER s� ADDITION F.F.E. = 619.09 3 \ \ SD y9,Jri��C��9 i \ 8 •SD ' / �_4S a \ LP, P, 8 ••w \ 0 moan a. 0 A POND � 12'GUM \ 0012'GUM 12OGUM 1 I 1 ?'MAP/ P WAF 1'EL 0 17'GUM 14'GUM 14'MAPL2 M E /13'GUM r EXISTING 15 -25% SLOPES R -1 ORANGE COUNTY ZONING §1 q / 14 _190 0012` UM � jo z S ,GUM / NL7 TES 1) AREAS BY COORDINATES, 2) HORIZONTAL GROUND DISTANCES SHOWN, 3) UNDERGROUND U TIL I TIES SHOWN SHOULD BE CONSIDERED APPROXIMATE, CONTRACTORS ARE ADVISED TO HAVE ALL UNDERGROUND U TIL I TIES MARKED PRIOR TO ANY EXCAVATION, UNDERGROUND U TIL I TIES ARE BASED ON FIELD MARKINGS BY UL,O,C,O, THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES BEYOND THOSE SHOWN HEREON, 4) RATIO OF PRECISION= 1,,10.,000+, 5) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT; THEREFORE, THERE MAY BE ENCUMBERANCES AFFECTING TITLE ON THESE PROPERTIES NOT SHOWN HEREON, 5) TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PROVIDED BY RILEY SURVEYING, P,A, P17, BOX 16459 CHAPEL HILL, NC, 27516 ph 919- 667 -0742 Fx 919 - 402 -0234 6) ALL PROPERTIES ARE WITHIN THE TOWN OF HILLSBOROUGH JURISDIC TION R -1 ORANGE COUNTY ZONING R -1 ORANGE COUNTY ZONING °r 5 9g 7� r V ti \ov TO BE USE TEMPORARY etireRCr ❑EEICE \wfT569,3, °AC❑NSTRUCTI ❑N � ti1N R� r7g ° g CHMARK_- �T ENTRANCE S T woy ' AREA =O. GNAIL V=631.42 � OTE: � To DB 5709 � 1 d Rity '." z C O f�CR E W 1 PG 19 s �, ,z•o PAD @ E X I T� 9SZ4717383 AREA = 1.201' ACRES ' ZON7 - R1 p c / L /Kmww I2 -14 qq AND A PORTION OF 15 / 38'GUM WHITFIF,LO FARM WB -07 -E -421 Q rn PB 1 PG 46 / 18'GUM ro P1N 9874718275 9' OPLAR � J 04'. STAGING AND 2310AK P LAYD❑WN AREA uM R -1 ORANGE 31'P A COUNTY ZONING BUILDING PAD i 2417A / /Q�■ TREE PROTECTION EENCING 0 / / _ o e 20'GUM / W SEDIMENT I / BASIN v ss° 9 a '. pp 19'GUM / x 7- .6J v� 25'GUM �2'1� TRrDV 1NMTPIW GRIMP J / An PAN �@T�A IP,LE 0' O TRYM RATSTAUff SUP /D058a PG 51 x P1N 9874719144 k k SCALE: 1 " = 40' -0" 40 20 0 40 8 LEGEND NEW EXISTING PHASING LINE BUILDING CONCRETE PAVING a I da A 1 4 4 SIDEWALK 4 ° CURB & GUTTER NOTES: 1. NO PORTION OF THE SITE IS WITHIN THE 100 YEAR FLOOD ELEVATION. 2. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PROVIDED BY RILEY SURVEYING, P.A.; PHONE: 919.667.0742. 3. PRIOR TO BIDDING ON WORK AT THE SITE, THE CONTRACTOR MUST VISIT THE SITE TO FIELD VERIFY THE EXISTING CONDITIONS. 4. NO WORK SHALL TAKE PLACE ON SITE UNTIL THE CONTRACTOR HAS CONTACTED NORTH CAROLINA ONE —CALL CENTER TO LOCATE ALL EXISTING UNDERGROUND UTILITIES. 5. ANY INTERRUPTION OF UTILITY SERVICE MUST BE APPROVED AT LEAST 48 HOURS PRIOR TO WORK IN THAT AREA. 6. ANY SIGNIFICANT CHANGES IN ACTUAL SITE CONDITIONS FROM THOSE SHOWN ON THE PLANS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 7. ALL EXISTING WALKS, PAVEMENT, CURB, ETC. WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE SAWCUT AND REPLACED TO MATCH EXISTING CONDITIONS. 8. ALL DIMENSIONS ARE TO THE BACK OF CURB, UNLESS OTHERWISE NOTED. 9. ALL RADII ARE 5 FT., UNLESS OTHERWISE NOTED. 10. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES ON THE SITE, THE APPLICANT WILL HOLD A PRE — CONSTRUCTION CONFERENCE WITH THE TOWN OF HILLSBOROUGH STAFF. 11. ACCESS TO THE DUMPSTER AREA WILL BE ON ALL WEATHER, HEAVY DUTY PAVEMENT. device: \ \CRZSVR2 \Canon iR4570 PS3 file name: N: \1613 Sportsplex Field house \Civil \CAD Files Current\1613 Sportsplex Field Housel6peu?laamg:END"Vr.dwg date /time printed: 9/29/2017 2:24:43 PM 222 cloister court chapel hill, nc 27514 919.401.8586 www.cra- ae.com x W z J ao 0 O L-LJ L UU � � z o 0 Z � Z o Q Q 0 � � m J J H = no. revisions IVTOWN OF HILLSBOROUGH RESPONSE 09/11/17 drawn checked ETS MLH CONTRACTOR LAYDOWN PLAN sheet C1 m2 date project no. 09/11/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 SI TE _ MAN EL E 15 NEW CURB +GUTTER 2, TRANSITION 9 XISTING WALK EW PUBLIC MAINTENANC 3 NEW NCD ❑T ACCESSIBILITY AGREEMENT FOR SIDEW K � WITH C+ -.- CURB CUT AND SIDEWALK EW CROSSWALKS 2. 33' -8' \ R25\ y NCD❑ ACCESSIBILITY T❑ HAVE ADDITIONAL CUR U IDEWALK EXISTING FLUSH 7 ` \ LIGHTING ON US 70 PER SIDEWALK ` 3 DUKE ENERGY STREET PROGRAM FOR TOWN OF HILLSB ❑R ❑UGH g2'S Y MOR 15'MAPLE °.- �� 12 -� AMORE ��� EXISTING 15 -257 SLOPES 14'MAPL E 6 , / I I W UTCD P TRIAN �f o EW PUBLIC MAINTENANCE CR ❑S ING SIGNS -2 1 - 7 7 AND W16 7p / A EEMENT FOR SIDEWALK 15'WILLOW OAK 12'�SYCAMORE \ o /\ o ® 0 NEW S A K W/ 14'SYCAMORE 11 ® TRUNCATED ES o 6 ❑TE: VCHMARK l ® P`� SIGHT DISTANCE 500'+ RIM l ® rl 6 EACH DIRECTI ❑N FROM / 16,25 / l ® 2` SIGHT TRIANGLE NEW DRIVEWAY ® _ v 4 P EASEMENTSe 0 R5' 2 R2 R5 ' X 70 q� / � � * v R5' 5' S' CONCRETE SIDEWALK EW STOP SIGN Q / EW 8' VINYL COATED / / 5' S 2 INK FENCE CTYP,) 0 FFE= 619,04 V4 � X 0 t SP y 8' 9� 4' GATE r° T O T O p., 0 (4) NEW HANDICAP ACCESSIBLE g HL % R 38GUM C ' / a 8'x18' PARKING SPACES /& 1 t3 SP J 18'GUM ► 4) t 1 / A 9' 10' S, � b 7 / ti �I a r 5 3 10' GATE o \ 5 . 9' 4 / b / 23'174K 5S EW 5' CONCRETE SIDEWALK R5, 18' FROM ACCESSIBLE ROUTE @ 4.5% ~26' 10 31'P A UM DEVELOPMENT - AREA 51 EW 30" CURB NEW BUILDING RS' o AND GUTTER 22,400 SF 2417A`k 1 X / o �% F.F.E. 626 RAVEL VERGE / So BUFFER NEW 5' CONCRETE TURNDOWN SIDEWALK 8 S FFE= 1 22 \,_7„ ° J i N❑TEi ALL ST❑RMWATER FROM L-J WESTERN ° ! PARKING LOT FLIVWSEI617,05 20'G q FFE= 619,09 EXISTING SINGLE LEINL'ET- #1 \, ., t =• - � 1 THICKENED I BRICK AND CONCRETE BUILDING ASPHALT EDGE 19 GUM n ♦ / 1 \ �� 126' TOTAL AREA: 8,75 ACRES J / a \ 10 CONCRETE PAD 6 RESTROOMS TOTAL IMPERVIOUS AREA: 8�1,25�4�.F / ALTERNATE #1 FFE= 61706 s (INCLUDES 20,000 SF OUTDOOR ATHLETIC FIE[ TAL IMPERVI ❑US REMOVED: 3,383 S.F. R10' / TOTAL FINAL IMPERVI ❑US: 386,511 S.F. SENI ❑R CENTER F 6 R22' \—R24' E X30" CURB AND GUTTER ADDITION TOTAL UNDISTURBED AREA: 22,861 S.F. „ F.F.E. = 619.09 // / ,_6 R48 / I / ►*w F 619,03 % E -616, DEVELOPMENT ._. 9 50' BUFFER / / / AREA / \ s ° ..° \ / PARKING SUMMARY: EXISTING SPACES: 407 REGULAR 0 17'GUM (16 ACCESSIBLE SPACES) \ 0 \ SPACES REMOVED: 35 REGULAR \ \\ 4 2s'GUM PROPOSED SPACES: 65 REGULAR \ o ♦ +4 ACCESSIBLE SPACES POND \ NET 34 NEW SPACES ♦ TOTAL SPACES: 441 REGULAR \ \ omev—m��� o \� (20 ACCESSIBLE SPACES) � \ � 1'PLE IRED MBE R OF SPACE - 441 \ \ 28' FROM 14oG DEVELOPMENT �t. AREA \ \ 50 BUFFER \ 12 1;UM ♦ EXISTING GRADING PLAN LEGEND PROPOSED- 1 Gum � PROPERTY LINE VT \ �15'GUM♦ 10' CONTOUR 610 \ 1216UM\ 2' CONTOUR 608 SPOT ELEVATI ❑N 62289 crag= \ POND \ I DROP INLET m 50' BUFFER \ 17'GUM 14'UM 14'MA 13'GUM STORM DRAINAGE LINE TREE PR ❑TECTI ❑N FENCE — TP TP — DITCH LINE _ \ / 12'MAPLE ♦ SIDEWALK 121GUM 121GUM \ \ SCALE: 1" = 40' -0" 40 20 0 40 80 1 222 cloister court chapel hill, nc 27514 919.401.8586 www.cro- ae.com rZ 3 Sri �h w 41J��r�,.r nle z O Z o V Lu Ln uU a =) z 0= Z ~= o �OJ ° W J Ocai�H no. revisions 1 ADDENDUM #1 07/20/17 17 ADDENDUM #2 07/26/17 3 NCDOT RESPONSE 07/27/17 4 TOWN OF HILLSBOR ❑UGH RESPONSE 09/11/17 cJ TRC SUBMITTAL 10/23/17 6 TRC SUBMITTAL 11/20/17 7 TRC SUBMITTAL 12/18/17 TRC COMMENTS 01/02/18 NCD ❑T COMMENTS 01/12/18 drawn checked ETS MLH OVERALL SITE PLAN C2.0 date project no. 12/15/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 6000-0 - / 00 TRIAN \ EW PUBLIC MAINTENANCE W11 -2 AGREEMENT FOR SIDEWALK I� 6 2 �o \ C d \ \ EW SIDEWALK W/ TRUNCATED DOMES _ `6 c� \ C � /3; PqC E 4 P (4) NEW HANDICAP ACCESSIBLE 8'x18' PARKING SPACES �i { T- '2 NOTE: ALL ST❑RMWATER FROM WESTERN PARKING LOT FLOWS INTO INLET #1 ■ R5" 2 ' R2 1 3�Sp nl/ / 10 5/ 5' 1 S I j 5 5 5'0 5 ' 5' 5 EXISTING 15 -25% SLOPES R -1 ORANGE COUNTY ZONING R -1 ORANGE �v COUNTY ZONING \� SIGHT TRIA GCE EASEMENTS 10' X 7 0' ' CONCRETE SIDEWALK 5' CONCRETE SIDE �K EW 8' VINYL C ❑A ED 5 z INK FENCE TYP� 5' 6--S P Q� 3 SP/ a � G d v �Q j ° Cyl z 10' CONCRETE PAD @ RESTROEMS ALTERNATE #1 Q 2-2 1 / Gr�TC I 0 T R -1 ORANGE v COUNTY ZONI G '----2 6' q� Q ❑TE SIGHT DISTANCE 500'+ EACH DIRECTION FROM NEW DRIVEWAY EW STOP SIGN q 10' GATE 24 "GUM 23 " °AK E 5' CONCRETE SIDEWALK / 18/ 26"P °P AR R AC ESSIB E ROUTE @ 4,5% 23 UM �� 31 P°PL AR 10/ r E W 0" CURB NEW BUILDING HOURS OF OPERATION: R 23" °AK 07:00 AM - 11:00 PM D GUTTER 22,400 SF 241' °AK F RAVEL VERGE � ONIN NEW 5' CONCRETE TURNDOWN SIDEWALK 8 S _ 618 \ j 10' j d \ j J d d � O O " C d d PA/cj � ash i -6� R10' R22'� R48' 24' 20 "G THICKE ED ASPHALT EDGE v R -1 ORANGE COUNTY ZONING EXISTING PROPOSED PROPERTY LINE BUILDING ASPHALT TEMPORARY ASPHALT r L - - -J CONCRETE CURB AND GUTTER POND P ' EXISTING SPACES: 407 REGULAR 19 "GUM r (16 ACCESSIBLE SPACES) 126' SPACES REMOVED: 35 REGULAR PROPOSED SPACES: 65 REGULAR +4 ACCESSIBLE SPACES 0 NET 34 NEW SP TOTAL SPACES: 441 REGULAR (20 ACCESSIBLE SPACE �► 7 C 30" CURB AND GUTTER RE ED QUIR NUMBER ❑F SPACES = 441 222 cloister court chapel hill, nc 27514 919.401.8586 www.cra - ae.com ,,�an�er•�. l'T dfi z O Z o 0 Q 0 w Vu.iV) LU z 0 = CV N 0 =� Z j o Q 0 O W J J_ 0 cn LL = no. revisions ADDENDUM #1 07/20/17 ADDENDUM #2 07/26/17 V3 NCDOT RESPONSE 07/27/17 4 TRC SUBMITTAL 10/23/17 7 TRC SUBMITTAL 12/18/17 TRC COMMENTS 01/02/18 drawn checked ETS MLH ENLARGED SITE PLAN sheet 2ml date project no. 12/15/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 COLORS z 3.4 PARKING LOTS LEGEND AND BORDER -- GREEN TYPE R7 -8 PARKING SIGN WHITE SYMBOL ON BLUE C7 APPROVED FOR USE UNDER BACKGROUND RAD SURFACE. OF GENERAL STATUTE 20 -37.6 BACKGROUND -- WHITE 4 JOINT SEALER rn C) B NOTE: TO tLAO R Q BEGINNING JANUARY 1, 1989 LL-_J A, !-. ALL ACCESSIBLE PARKING ©o 1/2" JOINT WIDTH J�- JOINT FILLER SPACES (INCLUDING THOSE T = SIDEWALK THICKNESS COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL TRANSVERSE EXPANSION JOINT 4" SPACES EXISTING PRIOR TO x VAN FILL -3/8" WIDE x 1" DEEP GROOVED OR Q a W JULY 1, 1979) SHALL BE CAS SAWN JOINT WITH JOINT ¢ W BUILDING, / REQUIRED BY GENERAL SEALING COMPOUND ACCESSIBLE WALL, ETC VAN STATUTE TO BE IDENTIFIED } Z 1:12 MAX Ln ACCESSIBLE BY AN R7 -8 SIGN. PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. SIGN F- - - -1 VAN I �I ACCESSIBLE -Ln °.PROPOSED 1 IIAx. RAMP + 0.5' 0.0 L_ J SIGN 7. O N CONCRETE PROP .o- C &G F a - AS REQUIRED) ) N M N S. 0.0' DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK SIGN C00 OCT:: 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE. - / , , SIDEWALK ,� CLEYAi10!1i TRANSITION ONOP TRANSITION R7 -8 LL p C] RESERVE T R - 10 cc[tusiu.. --3/8" (TYP.) CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IM ANY DIRECTION. CONSTRUCT LANDINGS FOR SECTION A -A BOTTOM OF MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. SIDEWALK CL 3/8" (TYP.) fL SIGN CC � W CC SIGN R7 -8a L_ (SEE STD. 838.01f NOTE: PARKING OF ONE OR 80TH RAMPS W R7 -8D MAT EXTEND OUTSIDE THE RETURN, R7 -8 00 ril O O FINISHED GRADE MAXIMUM -1TI =1 I -1 ICI I �, „ 117 1 I I PENALTY ' I I $250 R7 -8D GS 20 -37.6 L _ _ J ADDED: JULY 27, 1990 N.C. GENERAL ASSEMBLY R7 -8 PENALTY SIGNS ARE REQUIRED TO ACCOMPANY ALL R7 -8 OR R7 -8a PARKING SIGNS ERECTED AFTER DECEMBER 31, 1990 )ACCESSIBLE PARKING SIGNAGE SCALE: N.T.S. NOTES: CONSTRUCT STANDARD SIDEWALK 5' WIDE AND 4" THICK UNLESS OTHERWISE DENOTED ON PLANS. PLACE A GROOVE JOINT 1" DEEP WITH 1'a" RADII IN THE CONCRETE SIDEWALK AT 5' INTERVALS, ONE J/" EXPANSION JOINT WILL BE REQUIRED AT 50` INTERVALS. A 112" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION REQUIREMENTS AND CONSTRUCTION GUIDELINES. 0000/DIV- 10/10426A00. DWG CONCRETE SIDEWALK SCALE: N.T.S. MATCH EXISTING GRADE 6" CURB z x� 2 U. LL 6 n0 a © C7 CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING LL oQ�=� RAD SURFACE. OF LU < ;2� UL = SIDEWALK 4 JOINT SEALER rn C) B TO tLAO R Q ~= LL-_J A, !-. w ©o 1/2" JOINT WIDTH J�- JOINT FILLER DROP G2'- T = SIDEWALK THICKNESS COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL TRANSVERSE EXPANSION JOINT 4" CONCRETE SIDEWALK SCALE: N.T.S. MATCH EXISTING GRADE 6" CURB ACCESSIBLE ISLE x� 2 U. LL 6 n0 a © C7 CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING +0.6' mm�mmm z J ' 4 3 "R a° A ®��mom B TO tLAO R Q UTILITY STRIP LL-_J A, !-. w MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. F �+ DROP G2'- ao COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL 'D.D2 4" H 00 x 12" EXPANSION JOINT FILL -3/8" WIDE x 1" DEEP GROOVED OR Q a W x CAS SAWN JOINT WITH JOINT ¢ W BUILDING, / ASPHALT SEALING COMPOUND W V WALL, ETC V lrg RAD I B" RAD } Z 1:12 MAX Ln DIAMETER LO PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. ,/�� V < -Ln °.PROPOSED 1 IIAx. RAMP + 0.5' 0.0 C7 Q .6 7. O N CONCRETE PROP .o- C &G F a - SIDEWALK N M N S. 0.0' DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK CONCRETE SIDEWALK SCALE: N.T.S. MATCH EXISTING GRADE 6" CURB ACCESSIBLE ISLE x� 2 10 WIDTH 2 �' O0 6 n0 a © xO xON CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING +0.6' mm�mmm 111.1 ' 4 3 "R a° A ®��mom B TO tLAO R Q UTILITY STRIP LL-_J A, !-. MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. F �+ DROP G2'- 2' aETEGTPBLE 0.02 MINI 0.08 MA %.I COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL 'D.D2 4" x (aTO. 2' -S' CURB 3WTT11 x - x CAS -°o Q RAMP DOWN ASPHALT TXAdi 59y TORNO YORE THAN SSi OF THE BASE ASPHALT PAVING V 00, =Z 5. 1:12 MAX Ln DIAMETER LO PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. ,/�� V LU<¢LL= -Ln 12 1 IIAx. RAMP + 0.5' 0.0 C7 Q O N 7. O N O `�' Z N F a - S. 0.0' 0.0' C00 OCT:: 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE. - / , , SIDEWALK ,� CLEYAi10!1i TRANSITION ONOP TRANSITION h o 4 18" CURB AND GUTTER O 1 N \ 8.00' 0� 0� 4 PARKING / - 30' BUMPER 18" CURB AND GUTTER °o. S 5 CO' TYP._ 8.00' 8.00' VANO ~� KEYNOTES: 10 3" WIDE PAINT STRIPES - TYPICAL. 20 SIGNAGE DENOTING RESTRICTED PARKING PER R7 -8, R7 -8D, AND VAN ACCESSIBLE SIGN (AS REQUIRED). 30 FIRST REQUIRED SPACE TO BE VAN ACCESSIBLE. ® PAVING SLOPE NOT TO EXCEED 1:50 IN ANY DIRECTION AT ACCESSIBLE PARKING SPACES & ACCESS AISLES. 2 TYPICAL ACCESSIBLE PARKING U SCALE: N.T.S. 0000 /DIV- 10/10426A26.DWG NEW ASPHALT PAVING (SEE ASPHALT PAVING SAW CUT EXISTING DETAIL FOR THICKNESS) PAVEMENT 1' -0" (MIN.) EXISTING PAVEMENT EXISTING STONE BASE COURSE EXISTING PAVEMENT EDGE NEW BASE COURSE (SEE ASPHALT PAVING DETAIL FOR THICKNESS) 7 EXISTING EDGE OF PAVEMENT SCALE: N.T.S. 0000/DIV-02/02520A1 8. DWG �2" S9.5B SURFACE COURSE O O 0.0 ° U LJO o O oo O 0 0 0° 0 0 ° c� � 0 0 °o° 000 °0 0 I 1J 8" CABC COMPACTED SUBGRADE TO 95% MAXIMUM DENSITY goASPHALT PAVING SCALE: N.T.S. 0000 /DIV- 02/02500A16.DWG 1:6 MAX 1 •0ia IV] F1A I:b MAA 3:1 MAX 4" CONCRETE SIDEWALK 6" COMPACTED SUBGRADE 2' SHOULDER 2' SHOULDER COMPACT TO 95% COMPACT TO 95% MAXIMUM DENSITY MAXIMUM DENSITY NOTE: MAXIMUM RUNNING GRADE NOT TO EXCEED 8.0% TYPICAL SECTION TYPICAL SIDEWALK SECTION SCALE: N.T.S. 0000/ D I V -02 /0250OA08. D W G MATCH \ US 70 BUS. EXISTING GRADE -V EXISTING SWALE ISOMETRIC VIEW PAY LIMITS FOR CURB RAMP NOTES: 1. DETECTABLE WARNING DOPES WILL COYER 2' -0'" LENGTH AND FULL WIDTH OF THE RAMP FLOOR AS SHD'M! ON THE DETAILS. 2, DETECTABLE WARNING DOMES WILL CONTRAST VISTD14ITY WITH AWOINING SURFACE, EITHER LIGHT•ON -DARK, OR DA "404 LIGHT SE011ENCE COVERING THE EN TSRE RAMP, RAND WIDTH AREA IS VARIABLE Q�� ACCESSIBLE ©o CQ a © Ca7 CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING SIDEWALK mm�mmm 111.1 PLANS OR AS DIRECTED BY THE ENGINEER., 4 3 "R a° A ®��mom B TO tLAO R Q UTILITY STRIP LL-_J A, !-. MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. F �+ DROP G2'- 2' aETEGTPBLE 0.02 MINI 0.08 MA %.I COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL 'D.D2 4" '.1 Q L � d (aTO. 2' -S' CURB 3WTT11 SS - INDRY,f CAS d Q ,r� ASPHALT TXAdi 59y TORNO YORE THAN SSi OF THE BASE ASPHALT PAVING V 00, =Z 5. V DIAMETER ................. PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. ,/�� V LU<¢LL= 12 1 IIAx. RAMP G. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK. C7 Q EDGE OF PAVEMENT Q�� ACCESSIBLE ©o NOTES: W O U) b CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING SIDEWALK mm�mmm 111.1 PLANS OR AS DIRECTED BY THE ENGINEER., 4 3 "R a° A ®��mom B CURB AND Q UTILITY STRIP LL-_J A, !-. MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. F �+ DROP G2'- 2' aETEGTPBLE 0.02 MINI 0.08 MA %.I COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL 'D.D2 4" '.1 Q L � d (aTO. 2' -S' CURB 3WTT11 0.03 NORM.Y CROSSWALK INDRY,f CAS P-� U- O J LL J 1--I SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM. ASPHALT CC � " ASPHALT PAVING n 00, =Z 5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT >- H ................. PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. N � LU<¢LL= 12 1 IIAx. RAMP G. Of S" TO t.e TO B - x tA.S ") N 2.3 B DISTANCE FROM FRONT EDGE OF SIDEWALK TO OF S POINT OF T2:1 (0.335f SLOPE. BACK 0P 5SLOPESK. DROP REtlU1RE0 FOR ALL SIDEWALK 9l.OP €8. •• BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK SLOPES 0.04. DETECTABLE WARNING DOMES 1-1 EE DUAL RAMPS AMY RApxi 14' YLH. FLOOR WIOTN! NCDOT CURB CUT - PROPOSED CURB & GUTTER SCALE: N.T.S. 6-4 3' 3' -0 "yl 8„ O : - -I 1 00 I Ln 1 N 1 N f f ° -- I 2"1 00 N I + 4" ° 2' -8" R =28" 12" R =40" �I --12„ STRAIGHT ARROW RIGHT OR LEFT TURN ARROW Ifs -l'-8" /\--l'-2" �t- I cv � 1 1 R =: V SAME DIMENSIONS APPLY I AS FOR THE LEFT /RIGHT u TURN ARROW COMBINATION LEFT AND °° RIGHT TURN ARROW I N SAME DIMENSIONS APPLY AS FOR THE COMBINATION 00 STRAIGHT AND LEFT /RIGHT ;o TURN ARROW 12 "-- - 6' -4 ° °� COMBINATION LEFT AND COMBINATION STRAIGHT AND RIGHT TURN ARROW STRAIGHT AND LEFT OR RIGHT NOTE: ALL PAVEMENT MARKING TURN ARROW SYSMBOLS SHALL BE WHITE IN COLOR �9STANDARD PAVEMENT ARROWS C2 2/ SCALE: N.T.S. 0000 /MISC DETAILS /PAVEMENT ARROWS.DWG 15 CURB AND GUTTER TRANSITION ;2 SCALE: N.T.S. 0000 /DIV- 02/0252OA32.DWG ACCESSIBLE z NOTES: W O U) b CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING SIDEWALK SIDEWALK (5' 111.1 PLANS OR AS DIRECTED BY THE ENGINEER., 4 3 "R a° A B CURB AND Q UTILITY STRIP LL-_J A, !-. MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. F �+ DROP G2'- 2' aETEGTPBLE 0.02 MINI 0.08 MA %.I COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL 'D.D2 4" '.1 Q L � d (aTO. 2' -S' CURB 3WTT11 0.03 NORM.Y CROSSWALK INDRY,f CAS P-� U- O J LL J 1--I SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM. ASPHALT CC � " ASPHALT PAVING n 00, =Z 5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT >- H ................. PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. N � LU<¢LL= 12 1 IIAx. RAMP G. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK. C7 Q EDGE OF PAVEMENT 7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIRE, F a - S. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM. SECTION B -B C00 OCT:: 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE. C7 H SIDEWALK ,� CLEYAi10!1i TRANSITION ONOP TRANSITION O pP T1-- Ary -p0-" LL p C] CURB CURB T R - 10 cc[tusiu.. 12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IM ANY DIRECTION. CONSTRUCT LANDINGS FOR SECTION A -A MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. SIDEWALK CL 13. fL EXPANSION JDINi CC � W CC L_ (SEE STD. 838.01f NOTE: A PORTION OF ONE OR 80TH RAMPS W m MAT EXTEND OUTSIDE THE RETURN, Q THE SURFACE STREET. F- Z ca 15. CURB RAMPS WITH RETURNER CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE } IS PLANTING OR OTHER NON- WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. Q EXPANSION JOINT �. 18. PLACE A 12" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01 8EE NOT€ I (SEE STD. BAS. 01) I] 17. 1.A,8)SNG � Q 18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED RIW SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS. CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN. 1 %PAM ION JO NT [^,_ 6.!^ . , TI ® m cc S10EWAL1( z �. 0 Q = 1- 6 C] 0 LL! I) 4' X 4' CLEAR SPACE ALL } 0 CAOSS�NOT[ LIMITS. O Q fSiF NOT[ 10) 2' MIN. CURB _ d LL BETWEEN RAMPS Ir Of S" TO t.e TO B - x tA.S ") N 2.3 B DISTANCE FROM FRONT EDGE OF SIDEWALK TO OF S POINT OF T2:1 (0.335f SLOPE. BACK 0P 5SLOPESK. DROP REtlU1RE0 FOR ALL SIDEWALK 9l.OP €8. •• BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK SLOPES 0.04. DETECTABLE WARNING DOMES 1-1 EE DUAL RAMPS AMY RApxi 14' YLH. FLOOR WIOTN! NCDOT CURB CUT - PROPOSED CURB & GUTTER SCALE: N.T.S. 6-4 3' 3' -0 "yl 8„ O : - -I 1 00 I Ln 1 N 1 N f f ° -- I 2"1 00 N I + 4" ° 2' -8" R =28" 12" R =40" �I --12„ STRAIGHT ARROW RIGHT OR LEFT TURN ARROW Ifs -l'-8" /\--l'-2" �t- I cv � 1 1 R =: V SAME DIMENSIONS APPLY I AS FOR THE LEFT /RIGHT u TURN ARROW COMBINATION LEFT AND °° RIGHT TURN ARROW I N SAME DIMENSIONS APPLY AS FOR THE COMBINATION 00 STRAIGHT AND LEFT /RIGHT ;o TURN ARROW 12 "-- - 6' -4 ° °� COMBINATION LEFT AND COMBINATION STRAIGHT AND RIGHT TURN ARROW STRAIGHT AND LEFT OR RIGHT NOTE: ALL PAVEMENT MARKING TURN ARROW SYSMBOLS SHALL BE WHITE IN COLOR �9STANDARD PAVEMENT ARROWS C2 2/ SCALE: N.T.S. 0000 /MISC DETAILS /PAVEMENT ARROWS.DWG 15 CURB AND GUTTER TRANSITION ;2 SCALE: N.T.S. 0000 /DIV- 02/0252OA32.DWG ,5000 1`51 UUNUKL IL SIDEWALK (WIDTH VARIES) 4" 2% SLOPE, MAX. �--tu a a 6„ - I-1 I ° I °� °° ' PAVING, 6" dDB ° SEE PLAN COMPACTED SUBGRADE TO EXPANSION 95% MAXIMUM DENSITY JOINT MATERIAL NOTES: 1. ALL CONCRETE 3000 PSI. 2. EXPANSION JOINTS AT 20' APART. 3. CONTROL JOINTS AT 5' APART. 4. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH TOOLED 1/4" EDGE RADIUS. 10 TURNDOWN SIDEWALK, 6" EXPOSURE ;2. SCALE: N.T.S. 0000 /DIV- 02/02520A19.DWG 3000 PSI CONCRETE 4" SIDEWALK (WIDTH VARIES) 2% SLOPE, MAX. PAVEMENT, SEE PLAN - -�� 1 oU 9„ �o °° o -III- 6„ EXPANSION JOINT MATERIAL COMPACTED SUBGRADE TO 95% MAXIMUM DENSITY NOTES: 1. ALL CONCRETE 3000 PSI. 2. EXPANSION JOINTS AT 20' APART. 3. CONTROL JOINTS AT 5' APART. 4. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH TOOLED 1/4" EDGE RADIUS. 11 TURNDOWN SIDEWALK, 0" EXPOSURE ;2 SCALE: N.T.S. 0000 /DIV- 02/0252OA04.DWG CONCRETE OR BRI ACCESSIBLE z NOTES: SIDEWALK O U) 1. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING SIDEWALK g 4r PLANS OR AS DIRECTED BY THE ENGINEER., 4 Q 01/12/18 CURB AND 2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE LL-_J A, !-. MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. 8' 3. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL w L¢-T� p H WITHIN THE PEDESTRIAN CROSSWALK LINES. < _ }_ CROSSWALK CAS P-� U- O J 4. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM. ASPHALT CC � " ASPHALT PAVING n �CC 5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT >- H ................. PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. N � 0 G. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK. EDGE OF PAVEMENT 7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIRE, 8. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.334 MAXIMUM. S. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM. cc 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE. C7 LL 11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A � SMOOTH TRANSITION. 12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IM ANY DIRECTION. CONSTRUCT LANDINGS FOR MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. Cc CL 13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF B' WIDE, CONSTRUCT MEDIAN ISLANDS CC � W CC TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND. cc m 14, SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH Q THE SURFACE STREET. F- ca 15. CURB RAMPS WITH RETURNER CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE } IS PLANTING OR OTHER NON- WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. Q 18. PLACE A 12" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01 I] 17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCR. � 18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED RIW SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS. CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN. ,5000 1`51 UUNUKL IL SIDEWALK (WIDTH VARIES) 4" 2% SLOPE, MAX. �--tu a a 6„ - I-1 I ° I °� °° ' PAVING, 6" dDB ° SEE PLAN COMPACTED SUBGRADE TO EXPANSION 95% MAXIMUM DENSITY JOINT MATERIAL NOTES: 1. ALL CONCRETE 3000 PSI. 2. EXPANSION JOINTS AT 20' APART. 3. CONTROL JOINTS AT 5' APART. 4. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH TOOLED 1/4" EDGE RADIUS. 10 TURNDOWN SIDEWALK, 6" EXPOSURE ;2. SCALE: N.T.S. 0000 /DIV- 02/02520A19.DWG 3000 PSI CONCRETE 4" SIDEWALK (WIDTH VARIES) 2% SLOPE, MAX. PAVEMENT, SEE PLAN - -�� 1 oU 9„ �o °° o -III- 6„ EXPANSION JOINT MATERIAL COMPACTED SUBGRADE TO 95% MAXIMUM DENSITY NOTES: 1. ALL CONCRETE 3000 PSI. 2. EXPANSION JOINTS AT 20' APART. 3. CONTROL JOINTS AT 5' APART. 4. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH TOOLED 1/4" EDGE RADIUS. 11 TURNDOWN SIDEWALK, 0" EXPOSURE ;2 SCALE: N.T.S. 0000 /DIV- 02/0252OA04.DWG CONCRETE OR BRI ACCESSIBLE CONCRETE OR BRICK SIDEWALK TRC SUBMITTAL CURB CUT 11/20/17 SIDEWALK TRC COMMENTS 01/02/18 4 NCDOT COMMENTS 01/12/18 CURB AND CURB AND GUTTER GUTTER 8' TYP. WHITE CROSSWALK STRIPING, TYP. ASPHALT ASPHALT PAVING n PAVING ........ .........` N �- ................. N � EDGE OF PAVEMENT EDGE OF PAVEMENT 6" THICK, 5' WIDE CONC. TO EXTEND 4' FROM EOP 00000 00000 5' CONC. WALK W/ TRUNCATED 00000 DOMES FOR 6' TO START 4' 00000 FROM EXISTING EOP. NEW CROSS 00000 SLOPE 1 /4 "PER FT MAX. 00000 NOTE: PLAN VIEW 1. ACCESSIBLE CURB CUT AT EACH END OF CROSSWALK, TYP. SEE DETAIL THIS SHEET. 2. USE THIS STRIPING ON THE TOP WALKING SURFACE OF RAISED CROSSWALKS. �6 CROSSWALK STRIPING DETAIL C2.2% SCALE: N.T.S. LVA MEET 3 Of 3 848.05 12 GA GALV S MOUNTING PLP PANIC DEVICE 12 GA GALV c LATCH PLATE 12 C HAI N LINK EGRESS GATE ;2 SCALE: N.T.S. OF W71 -2 Ped.sMan � J W18 -7pL WIG -7pR Slgn Images fro. the MB wl al TFal[Ic Slggns shttp:Fhwm;k+alRcsigR:NN-+ These slgn Images mpMht IlNhartl C. MDDGr.,411 rights PasenA•Ld. UNSIGNALIZED PEDESTRIAN CROSSWALK SIGN SCALE: N.T.S. 222 cloister court chapel hill, nc 27514 919.401.8586 www.cra - ae.com z � O Z o � 0 °Q VX Lu uu cry wa�z 0 af 0 (on 0 Z p: o a0° J m aw J Ocn� no. revisions drawn ETS checked MLH SITE PLAN DETAILS sheet C2m2 date project no. 12/15/2017 1613 ADDENDUM #2 07/26/17 TRC SUBMITTAL 11/20/17 3 TRC COMMENTS 01/02/18 4 NCDOT COMMENTS 01/12/18 drawn ETS checked MLH SITE PLAN DETAILS sheet C2m2 date project no. 12/15/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 222 cloister court chapel hill, nc 27514 919.401.8586 www.cra - ae.com Z O U W (ID Z Q ce 0 W J a H H O a Lel Z 0 D D Q III V) 0 Z D J W L.L v z O O J J_ Z revisions 7 ADDENDUM #1 07/20/17 ADDENDUM #2 07/26/17 7 NCDENR REVISION #3 09/26/17 TRC RESUBMITTAL 10/4/17 TRC SUBMITTAL 11/20/17 7 TRC SUBMITTAL 12/18/17 ST❑RMWATER COMMENT 01/02/18 7 NCDOT COMMENTS 01/12/18 awn checked ETS MLH ENLARGED GRADING AND STORM DRAINAGE PLAN eet C3mO ite project no. ?/15/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 MOVE FENCE OR REMOVE TREE IF MORE THAN 20% OF A TREE'S MOVE FENCE OR CRITICAL ROOT REMOVE TREE ZONE IS UNPROTECTED , TREE PROTECTION - FENCE TIE ED A CRiTIC'AL RV L�JP�`r, C CONSTRUCTION AREA RETAIN 1 I 1 A PRE - CONSTRUCTION CONFERENCE MUST BE HELD WITH THE ENGINEER BEFORE ANY SITE WORK BEGINS. A LANDSCAPE PROTECTION SUPERVISOR WHO IS REGISTERED MUST BE PRESENT ON SITE AT ALL TIMES WHEN THE FOLLOWING ACTIVITIES ARE TAKING PLACE: CLEARING, GRUBBING, EXCAVATION, GRADING, TRENCHING, MOVING OF SOIL, INSTALLATION AND REMOVAL OF TREE PROTECTION FENCING, AND THE DELIVERY, TRANSPORTING AND PLACEMENT OF CONSTRUCTION MATERIALS AND EQUIPMENT. TREE PROTECTION NOTES: 1. ANY TREE ROOTS EXPOSED BY CONSTRUCTION SHALL BE SEVERED CLEANLY WITH A PRUNING TOOL. 2. DO NOT DISPOSE OF ANY CHEMICALS OR REMOVE SOIL OUTSIDE THE AREA OF WORK. 3. WHEN INSTALLING NEW LANDSCAPE PLANTS, DO NOT DRIVE EQUIPMENT UPON OR WITHIN THE CRITICAL ROOT ZONE OF EXISTING TREES. CONSTRUCTION SEQUENCE: 1. OBTAIN APPROPRIATE PERMITS. 2. HOLD PRE - CONSTRUCTION CONFERENCE WITH LANDSCAPE PROTECTION SUPERVISOR, ARCHITECT OR ENGINEER. 3. ERECT TREE PROTECTION FENCING. 4. CLEAR AND GRUB TREES AND SHRUBS TO BE REMOVED. 5. INSTALL SOIL AND EROSION CONTROL MEASURES. 6. ROUGH GRADE SITE. 7. EXCAVATE FOR FOOTINGS AND INSTALL UTILITIES. 8. CONSTRUCT BUILDING. R 00A 9. FINISH FINAL GRADING AND PAVING. 10. REMOVE TREE PROTECTION FENCING. Elm LVA TREE PROTECTION FENCING SCALE: N.T.S. 11. INSTALL LANDSCAPING (TO BE SHOWN ON LANDSCAPE PLAN). 7 CONCRETE FLUME SECTION 03.1 SCALE: N.T.S. 0000 /DIV- 02 /02520A13.DWG 0000 /DIV- 02/02800A01.DWG w V) VARIES(SEE PROPOSED SPOT ELEVATIONS) VARES(SEE PROPOSED SPOT ELEVATIONS) FINISHED GRATE, SEE a_ w STANDARD REINFORCED CONCRETE GRADE pPE GRADE GRADE NOTES BELOW 7" FLANGE SEAT, o � w w FLARED END SECTION, SIZED SAME P SL SEE NOTES BELOW N 1.5:1 SLOPE DIAMETER AS PIPE w i /r 3 3/4" 0 �p Z OR FLATTER, TYP. 0 o 11= III =11 III- III -II. Do !Z JUTE THATCHING 4 'FILTER GRASS LINED SWALE FABRIC FILTER I l l ° 6„ 2' -0" } SECTION A -A FABRIC SECTION B -B } 3" IN B B C3�1 SCALE: N.T.S. 0000 /DIV- 02/02270Al2.DWG "WAFFLE" LO �' °•'� 3 -0 PANELS Al2' MIN.) -Lo DRAIN BASINS TO BE MADE CAST IRON No I r I I (12' M�IN.� V -11 1/2" 6„ `-` RESISTANT PVC CORROSION SLOTTED GRATE b I o I i o 0 EARTH 3' -0" ° '� ° WITH WATERTIGHT ADAPTERS J MIN. GRADE I I o II o o AND FITTINGS. GRATES TO SEE NOTE 2 ° �° ,° � ° BE MADE OF CAST IRON. TOP SOIL 3„ °° I GRASSED SLOPE SLOPE GRASSED GRADE TO DR DRAIN GRADE R.C.P. A ° GROUT PLAN PLAN 4! I , I \ :.° ;. 6" WALL 1' -11 1 /2" MAXIMUM TAILWATER CONDITION MINIMUM TAILWATER CONDITON - - - '' THICKNESS r. (Tw >= O.5Do) (Tw < 0.5Do) - 3000 PSI TOP VIEW NOES: CONCRETE ° a 6" 1. SEE PLANS FOR DIMENSIONS. - a. ° NOTES: 2. La IS THE LENGTH OF THE RIP -RAP APRON. 1. IN AREAS OF PEDESTRIAN TRAFFIC, USE 3. W IS THE WIDTH OF THE DOWNSTREAM END OF THE RIP -RAP APRON. 8" DIA. CORRUGATED��Y'> NEENAH FOUNDRY PEDESTIAN TYPE FRAME 4. DEPTH OF RIP -RAP SHALL BE 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS ' 6" AND GRATE, No: R- 3210 -Q OR AN APPROVED THAN 6 INCHES. POLYETHYLENE PIPE EQUAL FROM ENGINEER OF RECORD. 5. Do IS THE DIAMETER OF THE PIPE OUTLET. END CAP INSTALLED AFTER 4' -0" 6. IN WELL- DEFINED CHANNELS, EXTEND THE APRON UP THE CHANNEL BANKS TO AN HIGHEST INVERTS OF DROP 2. USE DEWEY BRCS. MANHOLE STEPS MH -ST -5 ELEVATION OF AT LEAST 6" HIGHER THAN THE MAXIMUM TAILWATER DEPTH OR TO THE SIDE VIEW 3. 1ST STEP IS SHOP'DRAWINGQP 7. AOFIL ER BLANKET OR FILER FABRIC SHALL BE INSTALLED BETWEEN THE RIP -RAP AND INLETS, OR AT END OF LINE. 8" DIA. CORRUGATED TO THE ENGINEER FOR APPROVAL. SOIL FOUNDATION. POLYETHYLENE PIPE NOTE: FROM PRECEEDING DI 2 CONCRETE DROP INLET - TOP VIEW AND SIDE VIEW 3 FLARED END SECTION 2. FOLLOW BASIN ALL MANUFACTURERS OCURRENT INSTALLATION SPECIFICATIONS. 03.1 SCALE: N.T.S. 0000 /DIV- 02/02000A24.DWG C3�1 SCALE: N.T.S. 0000 /DIV- 02/02712A13.DWG 5 1211 DRAIN BASIN C3.1 OVERALL CLEAR DIMENSION OF LANDING SHALL BE 50% 60 ", MIN. CONCRETE PRECAST CONCRETE (SEE SITE PLAN FOR LANDING DIMENSIONS) EXTEND 12" MIN. GUTTER MAY BE USED PARALLAL WITH BITUMINOUS (3000 PSI) INSTEAD OF BRICK SURFACE FROM SURFACE OVERALL RAMP WIDTH --I END OF RAMP SHALL BE 5',MIN. I 5.0' O -C•- -I TREATMENT MAX f 1 -1/2 I 6" OVERLAP EXTEND 12" MIN. -t o a. .v.........o.... a a ao MAXIMUM PARALLAL WITH a � to .....a.� r... a PER BRICK 12' SURFACE FROM o ° N END OF RAMP -------- ;....:; <...... �......... iv --� 'll ... ° MAXIMUM q•••• °• •••• SLOPE =8.33% III` lu'I NC SH #7 a ... o........�. . , . 1 ro Z III[ = , III lL i.� C. A.B.C. o u CONCRETE t LANDING 18" x 18" MESH } CONCRETE RAM 1 -1/2" I.D. PIPE SCREEN (THIS N RAIL WITH POST AT END OF PIPE). 4" C. 1. SOIL CONCRETE RAMP 3" DIA. CORE BORED \i1 HANDRAILS AND EDGE LANDING TO MATCH HOLE FILLED WITH 5.0 O.C. MAX PAINTED. SHALL BE PIPE BASE ENGINEERED SOLUTIONS Design in NC II' 911 Design Engineer: LRS Blue Cells = Input PROTECTION NOT SHOWN. � EXIST SURFACE Black Cells = Calculation 3000 P.S.I. NON- SHRINK COLOR BY ARCH. COPPER DRAIN IN STONE I I I Project Name Hillsborough Sportsplex REV1 Project State North Carolina I 1I Ik I MINIMUM CLEAR WIDTH FtP� G ELEVATIONS, TYP. GROUT, TYP. FILLED DITCH Impervious Area, Ai SEE NOTE 3 1/2 Pervious Area, AID 0.04 l- BETWEEN EXTERIOR 93% WZ) Runoff Coefficient, Rv 0.89 =0.05 +0.9 *(Ai /Ad) 2' -6" SEE NOTE 2 Y o w 1.0 in HANDRAILS, 4' -0" g PIPE RAIL FOR RAMP Storage Component Calculations STRUCTURE (LIFTING CLUTCHES PROVIDED), GROUT INVERT Capture 75% of WQV 1453.8 ft' Z Pretreatment credit (estimated or calculated), %pre / THICKNESS Mass loading calculations ° a TOP VIEW Mean Annual Rainfall, P 46 in NOTES: Agency required % removal 85% 1. IN AREAS OF PEDESTRIAN TRAFFIC, USE Percent Runoff Capture (% capture) C3.1 SCALE: N.T.S. 0000 /DIV- 02/02895A1 9.DWG Mean Annual Runoff,Vt 80,251 ft' = P *Ad *Rv *(43560 /12) *%capture Event Mean Concentration of Pollutant, EMC 70.0 mg /I (Suggestion: Use 60 for residential, 70 far Commercial. 100 for Induslna NOTE: 1. ALL ACCESSIBLE RAMPS SHALL COMPLY WITH LATEST VERSION OF e EMC *Vt *(28.3) *(0.000001) *(2.2046) Filter System PROJFCTNn 15" ON CENTER. 1ST STEP IS 2' FROM TOP. Filtration brand StormFilter 3. CONTRACTOR SHALL SUBMIT SHOP DRAWING Cartridge height 27 in TO THE ENGINEER FOR APPROVAL. N.C. STATE BUILDING ACCESSIBILITY CODE, VOLUME 1 -C. SUMP - TOP VIEW AND SIDE VIEW Mass removed by pretreatment system, Mpre CONCRETE _\ = Mtotal * %removal Mass load to filters after pretreatment, Mpassl 245 Ibs = Mtotal - Mpre Estimate the required filter efficiency, Etlter 79 °Io 2. RAILS ON RAMPS WITH INDIVIDUAL LANDING SHALL BE CONTINUOUS Mass to be captured by filters, Mf,d1er 193 Ibs =Mpassl ' Efilter 3000 PSI 7.5 gpm =q * (7.5 ft2 1cartridge) Mass load per cartridge, Mart (Ibs) 54 Ibs = lookup mass load per cartridge Number of Cartridges required, Nrroass TO BUILDING EXTERIOR WALLS. = ROUNDLIP(Mfilter /Mcart,O) Maximum Treatment Capacity 0.07 = Nmass *(Qcart/449) °. .° a °. ° a } g ACCESSIBLE RAMP DETAIL 00 AQ d° } ,3.1 SCALE: N.T.S. 0000 /DIV- 02/02895A18.DWG 8' _8" NOTES: 3' -10" 1. NO STORM DRAIN UNDER 3. DEWEY BROS. MH -ST -5 CITY MAINTAINED STREETS LESS (MANHOLE STEPS OR APPROVED THAN 15" R.C.P. EQUAL). 1ST STEP IS 2' FROM 2. NO CORRUGATED METAL TOP. PIPE WITHOUT PERMISSION FROM 4. IF PRE -CAST STRUCTURE TOWN ENGINEER. TO BE USED, SHOP DRAWINGS MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 10 CURB INLET - SIDE VIEW \i1 Determining Number of C54UlFNTECH` Cartrid es for Volume -Based ENGINEERED SOLUTIONS Design in NC II' 911 Design Engineer: LRS Blue Cells = Input Date 111612018 Black Cells = Calculation Site Information 08" STUB I I I Project Name Hillsborough Sportsplex REV1 Project State North Carolina I 1I Ik I Project Location Hillsborough Sportsplex Drainage Area, Ad 0.60 ac 1 II } r JL- =c- Impervious Area, Ai 0.56 ac 1/2 Pervious Area, AID 0.04 l- % Impervious 93% WZ) Runoff Coefficient, Rv 0.89 =0.05 +0.9 *(Ai /Ad) Water Quality Volume Calculations SEE NOTE 2 Y Design storm rainfall depth, Rd 1.0 in - -- I\ Water quality volume, WQV 1938.4 ft3 =Ad *Rv *Rd *(43560/12) Storage Component Calculations STRUCTURE (LIFTING CLUTCHES PROVIDED), ► W 9 Capture 75% of WQV 1453.8 ft' = 0.75 *WQV Pretreatment credit (estimated or calculated), %pre 30% THICKNESS Mass loading calculations ° a TOP VIEW Mean Annual Rainfall, P 46 in NOTES: Agency required % removal 85% 1. IN AREAS OF PEDESTRIAN TRAFFIC, USE Percent Runoff Capture (% capture) 90% NEENAH FOUNDRY PEDESTIAN TYPE FRAME Mean Annual Runoff,Vt 80,251 ft' = P *Ad *Rv *(43560 /12) *%capture Event Mean Concentration of Pollutant, EMC 70.0 mg /I (Suggestion: Use 60 for residential, 70 far Commercial. 100 for Induslna Annual Mass Load, Mt °tai 350.48 Ibs e EMC *Vt *(28.3) *(0.000001) *(2.2046) Filter System PROJFCTNn 15" ON CENTER. 1ST STEP IS 2' FROM TOP. Filtration brand StormFilter 3. CONTRACTOR SHALL SUBMIT SHOP DRAWING Cartridge height 27 in TO THE ENGINEER FOR APPROVAL. Cartridge Quantity Calculation SUMP - TOP VIEW AND SIDE VIEW Mass removed by pretreatment system, Mpre 105 Ibs = Mtotal * %removal Mass load to filters after pretreatment, Mpassl 245 Ibs = Mtotal - Mpre Estimate the required filter efficiency, Etlter 79 °Io = 1 +( °forelnoval - 1)I(1 - °/ °pre) Mass to be captured by filters, Mf,d1er 193 Ibs =Mpassl ' Efilter Maximum Cartridge Flow rate, Qcart 7.5 gpm =q * (7.5 ft2 1cartridge) Mass load per cartridge, Mart (Ibs) 54 Ibs = lookup mass load per cartridge Number of Cartridges required, Nrroass 4 = ROUNDLIP(Mfilter /Mcart,O) Maximum Treatment Capacity 0.07 = Nmass *(Qcart/449) SUMMARY Maximum Treatment Flow Rate, cfs 0.07 Cartridge Flow Rate, gpm 7.5 Number of Cartridges 4 @2008 CONTECH Stormwater Solutions co ntech storm wate r. com 13 STORM FILTER :� SCALE;�N.T„$. •® Z. 36"x 36" HATCH CAST -IN (FLUSH MOUNT) -- > >>>\ > > > > > > % > > > > > > >> > > > > > > > > > > > > > � > > > > >> >>> �t I _ INLET 1 �. f�� 05' I.D. 0610.0. PLAN VIEW CARTRIDGES AND FLOW KIT NOT SHOWN CONTECH TO CAST -IN FRAME AND COVER OUTLET 1 RIM ELEV. 617.75' TOP OF SYSTEM ELEV. 617.72' w INLET 1 INVERT ELEV. 613.70' OUTLET 1 INVERT ELEV. 613.20' FLOW KIT ,, OUTSIDE BOTTOM ELEV. 612.38' 06-0" SEE OUTLET DETAIL ELEVATION VIEW (THIS SHEET) SEALED OUTLET RISER SCALE: N.T.S. SECTION A -A SITE DESIGN DATA WATER QUALITY VOLUME rT - - - ------ - - - - -- 71 OUT LET I - I I r �__,w nil N/A CFS RETURN PERIOD OF I I ��� II' 911 c g FILTER MEDIA TYPE A V I II II� dl1 STUB A FLOW 08" STUB I I I III I , INLET 1 PIPE 012" CMP __ ` I 1I Ik I I 111 111 I I "WAFFLE„ (016" OPENING) ° 1 II } r JL- =c- 1 -11 1/2 io -- l- " 3'- 0 RIM ELEV. 617.75' TOP OF SYSTEM ELEV. 617.72' w INLET 1 INVERT ELEV. 613.70' OUTLET 1 INVERT ELEV. 613.20' FLOW KIT ,, OUTSIDE BOTTOM ELEV. 612.38' 06-0" SEE OUTLET DETAIL ELEVATION VIEW (THIS SHEET) SEALED OUTLET RISER SCALE: N.T.S. SECTION A -A SITE DESIGN DATA WATER QUALITY VOLUME FLOW RATE GRATE, SEE PEAK FLOW RATE N/A CFS RETURN PERIOD OF NIA YRS PEAK FLOW c g FILTER MEDIA TYPE PHOSPHOSORB 0000/ D I V -02/02 000A02. D W G SCALE: N.T.S. 0000/ D I V -02/02 725A04. D W G I 8 I IIIIIIIIIIIIII CAST IRON GRATES 8.5" 4„ AVAILABLE: PERFORATED, SOLID, LOCKING, DOMED. + y 4 "TO 6" 8" AND 10" DRAINS INLINE INLINE DRAIN, -' DRAIN INLINE y ,.. It, DRAIN` nun utn, DRAIN BASIN TYPICAL INSTALLATIONS NOTE: 1. ALL BASIN GRATES TO BE SLOTTED CAST IRON. 2. FOLLOW ALL MANUFACTURERS CURRENT INSTALLATION SPECIFICATIONS. HIGH DENSITY POLYETHYLENE NOTE: SEE SITE PLAN FOR LENGTH, INLINE DRAIN AND INSTALLATION 03.1 SCALE: N.T.S. 0000 /DIV- 02 /02725A06.DWG FINISHED GRATE, SEE OUTLET RISER GRADE NOTES BELOW FLANGE SEAT - SAND COLLAR OR BOOT c g SEE NOTES BELOW = III =III 11= III ='' . I I- III -I I '' -III III = III =III= - III - III -I I 3 3/4" CONTECH 11 L'6 08" STUB CONTECH =a� llg, $ , ' 2-Off -� I - 3" IN �- 3, -0„ _4: I I "WAFFLE„ 4 ° I I PANELS 1 -11 1/2 _ -- I 6„ " 3'- 0 WZ) R.C.P. MIN. GRADE 0 r- "s_ *' SEE NOTE 2 Y n 3„ - -- I\ 1.2 B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER 12" SEDIMENT STRUCTURE (LIFTING CLUTCHES PROVIDED), ► W 9 STORAGE SUM - GROUT e -" - 6" WALL 1' -11 1/2" -- ° D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. THICKNESS ° ° a TOP VIEW 3000 PSI 4.. ° 6" ° NOTES: CONCRETE ' 1. IN AREAS OF PEDESTRIAN TRAFFIC, USE 318" = 1' -0" F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF. NEENAH FOUNDRY PEDESTIAN TYPE FRAME -r 6" ►-- AND GRATE, No: R- 3210 -Q OR AN APPROVED KMR 4' -0" EQUAL FROM ENGINEER OF RECORD. APPROVED: STRUCTURE WEIGHT CONTECH 2. USE DEWEY BROS. MANHOLE STEPS MH -ST -5 PROJFCTNn 15" ON CENTER. 1ST STEP IS 2' FROM TOP. APPROXIMATE HEAVIEST PICK = 507 LRS, OF 2 PIECES KN86293 SIDE VIEW 3. CONTRACTOR SHALL SUBMIT SHOP DRAWING BASE SECTION SHIPPED WITH CARTRIDGES INSTALLED PROPOSAL LAYOUT 1A TO THE ENGINEER FOR APPROVAL. %14� CONCRETE DROP INLET WITH SEDIMENT SUMP - TOP VIEW AND SIDE VIEW C3.1/ SCALETS. 625.00' CENTER OF FIELD 2,5' FIELD TURF 0.5% 0.5% SLOPE SLOPE 1x12 FLAT DRA @ 30' 0. C. NDISTURBED GE ❑TEXTILE SUBGRADE FABRIC- MIRAFI 2" #89 CAP STONE PROPOSED 6"x12" �IIICONCRETE CURB IN 182A MWON, 4" #57 FREE DRAINING BASE AGGREGATE 11 \ATHLETIC FIELD SUB DRAINAGE SYSTEM WITH CURB DETAIL SCALE: N.T.S. DESCRIPTION INSTALLED BY 4 OUTLET RISER g $ € VOLUME GPM RESTRICTOR DISK (PRP) - SAND COLLAR OR BOOT c g s �N g 012 " STUB a �W CONTECH 11 L'6 08" STUB CONTECH =a� llg, $ SEALANT FOR JOINTS (BY PRECASTER) CONTRACTOR ,_`1;� �- CONTECH 4. STRUCTURE SHALL MEET AASHTO HS -20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5', AND GROUNDWATER ELEVATION AT, OIR - 5 4 SHALL MEET AASHTO M306 LOAD RATING AND BE CAST WITH THE CONTECH LOGO. C -M / (ILLUSTRATION ONLY) MATERIAL LIST (PROVIDED BY CONTECH) MOLDED -IN CUT LINE (SEE INSTALLATION NOTE E) ROUT (BY CONTECH) COUNT DESCRIPTION INSTALLED BY 4 27" PHOSPHOSORB CARTRIDGE CONTECH 4 VOLUME GPM RESTRICTOR DISK (PRP) CONTECH 1 41A FLOWKIT CONTECH 1 SEALED OUTLET RISER CONTECH 3 STEPS. P10CTS, LANE LADDER, OR EQUIV. CONTECH 1 SEALANT FOR JOINTS (BY PRECASTER) CONTRACTOR 1 36" x 36" STANDARD HATCH, EJ #00819761 B01, OR EQUIV. CONTECH z 0 LU V C W a 0 U0 S Q W z � 0 0 Q W Z - Y o x PERFORMANCE SPECIFICATION ,Zt Lf) LLI J LU Q N � d � U J J D_ z GENERAL NOTES co 1. CONTECH To PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. I: 2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED ry LLLL Q ry xNOT IN CONTRACT, FOR COORDINATION ONLY EXISTING TRASH RACK TO REMAIN \54' CORRUGATED PLAN VIEW METAL STANDPIPE 54' CORRUGATED 4L PIPE W/ COLLAR /ERLAP ING 54' 1GATED STANDPIPE lJ I PR ❑FILE VIEW 7 ('1_2"' CMP STANDPIPE WITH TRASH RACK DETAIL 7 C3.1 SCALE: N.T.S. 222 cloister court chapel hill, nc 27514 919.401 .8586 www.cro- ae.com z � O Z o 0 � w V uu cn W a � 0 t z z ad o D 1<OJ ° aw J Ocn� no. revisions '� ADDENDUM #2 PERFORMANCE SPECIFICATION 120 FILTER CARTRIDGES SHALL BE MEDIA- FILLED, PASSIVE, SIPHON ACTUATED. RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH LU Q SHALL BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. 0 J SPECIFIC FLOW RATE SHALL BE 1 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA J J SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMICF OF MEDIA (MAXIMUM). _ GENERAL NOTES _J � 1. CONTECH To PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. COMMENT 01/02/18 2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED 0 cl� SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com Q 3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS CO DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STRUCTURE SHALL MEET AASHTO HS -20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5', AND GROUNDWATER ELEVATION AT, OIR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 LOAD RATING AND BE CAST WITH THE CONTECH LOGO. �n _ 5. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C -478 AND AASHTO LOAD FACTOR DESIGN METHOD. Q e �C WZ) v INSTALLATION NOTES 0 r- "s_ *' A. ANY SUB -BASE, BACKFILL DEPTH, ANDIOR ANTI - FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE Y n SPECIFIED BY ENGINEER OF RECORD. 0 c w v� 1.2 B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED), ► W 9 ry V) C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. j Z ` ° D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. w E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN DATE: SCALE. CUT LINE. COUPLING BY FERNCO OR EOUAL AND PROVIDED BY CONTRACTOR. 01117/18 318" = 1' -0" F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF. DESIGNED: DRAWN: G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT ONLY KMR KMR DO NOT GLUE)' CHECKED APPROVED: STRUCTURE WEIGHT CONTECH PROJFCTNn $EQUENCE NP.: APPROXIMATE HEAVIEST PICK = 507 LRS, OF 2 PIECES KN86293 878254 10 BASE SECTION SHIPPED WITH CARTRIDGES INSTALLED PROPOSAL LAYOUT 1A _Lr 1 OF 1 MAX FOOTPRINT m 06' DRAWING 5814 1 KNSC xNOT IN CONTRACT, FOR COORDINATION ONLY EXISTING TRASH RACK TO REMAIN \54' CORRUGATED PLAN VIEW METAL STANDPIPE 54' CORRUGATED 4L PIPE W/ COLLAR /ERLAP ING 54' 1GATED STANDPIPE lJ I PR ❑FILE VIEW 7 ('1_2"' CMP STANDPIPE WITH TRASH RACK DETAIL 7 C3.1 SCALE: N.T.S. 222 cloister court chapel hill, nc 27514 919.401 .8586 www.cro- ae.com z � O Z o 0 � w V uu cn W a � 0 t z z ad o D 1<OJ ° aw J Ocn� no. revisions '� ADDENDUM #2 07/26/17 17 NCDENR REVISI ❑N #3 09/26/17 7 TRC SUBMITTAL 12/18/17 STEIRMWATER COMMENT 01/02/18 drawn checked ETS MLH GRADING AND STORM DRAINAGE DETAILS sheet C3ml date project no. 12/15/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 222 cloister court chapel hill, nc 27514 919.401 .8586 www.cra- ae.com SEAL I g;'+ 1� 11'�l Z O V W (D Z 0 Q W J a H O a no Z 0 D D Q w c� Z O J W L.L v z O O J J_ Z revisions NCDENR REVISI ❑N #3 09/26/17 7 TRC SUBMITTAL 11/20/17 7 TRC SUBMITTAL 12/18/17 TRC COMMENTS 01/02/18 g NCDOT COMMENTS 01/12/18 drawn checked ETS MLH OVERALL GRADING AND STORM DRAINAGE PLAN sheet C3.2 date project no. 12/15/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 �l 001 P SCALE: 1" = 10' -0" 10 5 0 10 20 NOTES: �SCM ACCESS AND MAINTENANCE EASEMENT � 4 / 1 BI ❑RETENTI ❑N CC 1 UNTIL THE SITE HAS BEEN FULLY STABILIZED NO UNTREATED RUNOFF SHALL ENTER THE BI❑- RETENTI ❑N BASIN AFTER IT HAS BEEN CONSTRUCTED ALL BI❑- RETENTI ❑N AREAS SHALL BE KEPT FREE AND CLEAR FROM ST❑RMWATER AND ST❑RMWATER RUNOFF DURING SITE C❑NSTRUCTI ❑N AND THE ACTUAL C❑NSTRUCTI ❑N OF THE BI❑- RETENTI ❑N ITSELF, STRICT MEASURES SHALL BE IMPLEMENTED TO ENSURE THAT NO SEDIMENT LADEN ST❑RMWATER ENTERS THE BI❑- RETENTI ❑N BASIN AFTER C❑NSTRUCTI ❑N WITH ❑UT PROPER TREATMENT IMPR ❑PER DISCHARGING ❑F SEDIMENT INTO THE BASIN BEFORE THE SITE HAS BEEN FULLY STABILIZED COULD RESULT IN A FAILURE OF THE SYSTEM, WHICH WOULD REQUIRE REINSTALLATI ❑N 2 SPECIAL CARE SHALL BE EXERCISED TO ENSURE THAT AFTER PLANTING AND SODDING HAS OCCURRED, THAT THE CLEAN ❑UT CAPS ARE VISIBLE AND APPROXIMATELY 8" ABOVE THE FLOOR OF THE BI❑ORETENTI ❑N AREA 3 THE SEASONAL HIGH WATER TABLE ELEVATI ❑N SHALL BE A MINIMUM ❑F 2' BELOW THE BOTTOM ❑F ALL BI❑- RETENTI ❑N DEVICES IF 2' CANNOT BE MAINTAINED, A LINER WILL BE REQUIRED 4 CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE SURFACE AREA AND THE STORAGE VOLUME FOR THE BI❑- RETENTI ❑N BASIN MEET OR EXCEED THOSE ON THE APPROVED C❑NSTRUCTI ❑N DRAWINGS 5 PRI ❑R TO INSTALLATI ❑N, PLANTING MEDIA SHAL BE TESTED ON SITE AND APPROVED BY THE ENGINEER 6 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PURCHASE ORDERS AND TESTING REPORTS FOR THE MATERIALS DETAILED IN THE CROSS SECTI ❑N 7 MEDIA SHALL BE INSTALLED AND TESTED ❑N SITE USING AN INFILTR ❑METER FOR INFILTRATI ❑N RATES PRI ❑R TO PLACEMENT OF ANY SURFACE ELEMENTS UJ�U) L__ owW PVC ELBOW o C) w — TO OF SURFACE BIOCELL 1 STRUCTURE #1 X � 04 C #1 616,00' # DROP INLET. < RIM ELEV: 617.00 RIM ELEV: 617.00 ELBOW IN 1= —SHEET FLOW �__ --- - _ - - - -- -- _ CELL #1: 614.50' I u. PLANTING j \�/ PLANTING => GEOTEXTj- � SOIL ;vii SOIL w BOTTOM OF FABRIC ll �'����� \, "� w PLANTING SOIL ------- - - - - -- - - - - - -- \- �''� � CELL #1: 613 , 0 0' OUTLET {BEYON^) { EYOND) PIPE ljii ���, `x=12" W S 1 WASHED �� GRAVEL 57 GR L No. 57 IN -SITU MATE 4" PERFO TED PVC BIORETENTI AREA. DRAIN W OFABRIC WIDTH AND GTH VARIES. SLEEVE % SLOPE SEE BIORETE N DATA TABLE (CONNEC 0 NI A -A TI-I I I(,N npnp INII FT STORM S EM) z cn � z W w V) �p U LIMIT OF � z 3" MIN. BERMUDA PAVEMENT w SOD N o SHEET FLOW c,4 x-3.0 �I f G S I FER /' \� \ `' \ \�' \ \j \ \�i \ \ \ \�i \ \� �' '.�/ \\- w z_ � TYPICAL) j PL 11 SOIL - -, % j�! zz 1' x 1' MIN. GEOTEXTILE ��� �� #57 OR #67 FABRIC ` 0 GRAVEL VERGE -- --- - -- - -- � u ___ -- _�-__- °___ - =_= 4 " -P FORATED PVC DRAIN W /GE ABRIC SLEEVE @ 1% SLOP ONNECT TO ST M SYSTEM. TURN °W w r LO IN -SITU UP IN INLET STRUCTURE N(n Q o T MATERIAL W/ E W@ MIDPOINT OF < Qf z PLAN G SOIL) BIORETENTION AREA CLEAN TS TO 6" ABOVE SURFA SECTION B —B THROUGH BIO— RETENTI ARE RETENTION CELL #1 N.T.S. 0000 /MISC DETAILS /BIO -CH- HILL - NLET- CENTERE OUT.DWG ED ELEV, @ C,Li C? BIOCELL #1 NOT IN CONTRACT I`J 8 SPECIAL CARE SHALL BE TAKEN TO ENSURE THAT MEDIA IS NOT COMPACTED DURING INSTALLATI ❑N 9, A CERTIFICATI ❑N ❑F MEDIA C ❑MP❑SITI ❑N MEETING THE ABOVE CRITERIA SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER PRI ❑R TO PLACEMENT 10 HYDRAULIC CONDUCTIVITY FOR THE SOIL MEDIA SHALL BE 1 " -6" PER HOUR, HOWEVER 1" -2" IS OPTIMAL 11 BI❑- RETENTI ❑N BASIN SHALL DRAIN BELOW THE SURFACE WITHIN 12 HOURS AND TO A LEVEL ❑F 24" BELOW THE SURFACE WITHIN 48 HOURS 12 FOR ALL DESIGN REQUIREMENTS, REFER TO RELEVANT SECTI ❑NS OF THE NCDEQ ST❑RMWATER MANUAL *SURFACE ELEVATION OF BIORETENTION BASIN TO BE SODDED WITH A HYBRID BERMUDA OR CENTIPEDE GROWN ON PERMEABLE SOILS (DO NOT USE SOD GROWN ON PREDOMINANTLY CLAY SOILS). GENREAL NOTES: -30" MIN S❑IL MEDIA CONSISTENT ❑F - 75 -85% ASTM C -33 SAND -8 -10% FINES (SILTS & CLAYS) -5 -10% ORGANICS /PEAT MOSS -P INDEX LESS THAN 30 SHALL BE PROVIDED O 9 1 62 .5 ft- PVC ELBOW BIOCELL #2 STRUCTURE #3 RIM ELEV: 619.25 DROP INLET. RIM ELEV: 619.25 �„ , �, SHEET FLOW I � - 111 VAiVA VA'�A /VA�VA /VA 3 W41 W*W41 (WIC LE4NOUT —� u• •v .v � .v v. W W y W W W W W I 4, 4 4, 6 214, 1P °�U) 0 W W O 0 U a_ w Z TOP OF SURFACE < CELL #2; 618.25' ELBOW IN CELL #2: 616.75' E 222 cloister court chapel hill, nc 27514 919.401.8586 www.cro- ae.com pr z � O Z o 0 X U-i � Q V Lu v� uU 0= Z � =o a�� o 0J m aw OcnH no. revisions TRC SUBMITTAL 10/23/17 NDTE� TRC SUBMITTAL 11/20/17 3�1 MAX GRADE TRC SUBMITTAL 7 12/18/17 BI ❑RETENTI ❑N CELL #2 0 (n Z W W z = LIMIT OF bi 0 z 3" MIN. BERMUDA of PAVEMENT w X � N SOD 0 Q Q — Tom , - ri -i -i i , i ,/ . ,.. ,. ,,.., • , lir Z Q � l_T� --PLANTING- PLANTING I � Z GEOTEXTILE SOIL SOIL ep w BOTTOM OF FABRIC `'��_, '� w PLANTING S ❑IL \`�'`-- - - - - -- U� CELL #2; 615.25' 1' x 1' MIN. OUTLET {BEYOND) ( EYOND) #57 OR #67 PIPE ' .. WASHED I 12" GRAVEL VERGE 12" WASHED GRAVEL NO. 57 GRAVEL NO. 57 IN -SITU MATERIAL 4" PERFORATED PVC BIORETENTION AREA. DRAIN W /GEOFABRIC WIDTH AND LENGTH VARIES. im— SLEEVE @ 1% SLOPE SEE BIORETENTION DATA TABLE (CONNECT TO STORM SYSTEM) SECTION A —A THROUGH DROP INLET 2 BIORETENTION CELL #2 C3. SCALE: N.T.S. N x-3.0 MIN. 3: _ j GRASS -11 II_ // � ����������� � �\ 3:1 MAX. BUFFER A�i j \/ z � (TYPICAL) i VA p PLANTING SOIL- - TITLE FABR ( n W + (iAET PI n -- -- - ~ -- 4 "- PERFORATED PVC DRAIN W /GEOFABRIC SLEEVE 0 1% SLOPE(CONNECT TO STORM SYSTEM. TURN IN -SITU UP INTO INLET STRUCTURE J N N a LO MATERIAL W/ ELBOW ® MIDPOINT OF < It z PLANTING SOIL) - BIORETENTION AREA-I CLEANOUTS TO 6" ABOVE SURFACE SECTION B —B THROUGH B10— RETENTION AREA 0000 /11VIISC DETAILS /BIO -CH- HILL - NLET - CENTRED -INV O)dT.DWG drawn checked ETS MLH BIORETENTION CELL DETAILS sheet C3m3 date project no. 12/15/2017 1613 i u L i •,I W .Y / _�. i �y1 �I .. I r — 3 W41 W*W41 (WIC LE4NOUT —� u• •v .v � .v v. W W y W W W W W I 4, 4 4, 6 214, 1P °�U) 0 W W O 0 U a_ w Z TOP OF SURFACE < CELL #2; 618.25' ELBOW IN CELL #2: 616.75' E 222 cloister court chapel hill, nc 27514 919.401.8586 www.cro- ae.com pr z � O Z o 0 X U-i � Q V Lu v� uU 0= Z � =o a�� o 0J m aw OcnH no. revisions TRC SUBMITTAL 10/23/17 NDTE� TRC SUBMITTAL 11/20/17 3�1 MAX GRADE TRC SUBMITTAL 7 12/18/17 BI ❑RETENTI ❑N CELL #2 0 (n Z W W z = LIMIT OF bi 0 z 3" MIN. BERMUDA of PAVEMENT w X � N SOD 0 Q Q — Tom , - ri -i -i i , i ,/ . ,.. ,. ,,.., • , lir Z Q � l_T� --PLANTING- PLANTING I � Z GEOTEXTILE SOIL SOIL ep w BOTTOM OF FABRIC `'��_, '� w PLANTING S ❑IL \`�'`-- - - - - -- U� CELL #2; 615.25' 1' x 1' MIN. OUTLET {BEYOND) ( EYOND) #57 OR #67 PIPE ' .. WASHED I 12" GRAVEL VERGE 12" WASHED GRAVEL NO. 57 GRAVEL NO. 57 IN -SITU MATERIAL 4" PERFORATED PVC BIORETENTION AREA. DRAIN W /GEOFABRIC WIDTH AND LENGTH VARIES. im— SLEEVE @ 1% SLOPE SEE BIORETENTION DATA TABLE (CONNECT TO STORM SYSTEM) SECTION A —A THROUGH DROP INLET 2 BIORETENTION CELL #2 C3. SCALE: N.T.S. N x-3.0 MIN. 3: _ j GRASS -11 II_ // � ����������� � �\ 3:1 MAX. BUFFER A�i j \/ z � (TYPICAL) i VA p PLANTING SOIL- - TITLE FABR ( n W + (iAET PI n -- -- - ~ -- 4 "- PERFORATED PVC DRAIN W /GEOFABRIC SLEEVE 0 1% SLOPE(CONNECT TO STORM SYSTEM. TURN IN -SITU UP INTO INLET STRUCTURE J N N a LO MATERIAL W/ ELBOW ® MIDPOINT OF < It z PLANTING SOIL) - BIORETENTION AREA-I CLEANOUTS TO 6" ABOVE SURFACE SECTION B —B THROUGH B10— RETENTION AREA 0000 /11VIISC DETAILS /BIO -CH- HILL - NLET - CENTRED -INV O)dT.DWG drawn checked ETS MLH BIORETENTION CELL DETAILS sheet C3m3 date project no. 12/15/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 SITE BENCHMARK MANHOLE RIM ELEV=�616.25 RIM =616, 25 IN= 608,50 (SE) OUT =60390 CS W) / r/ li `- R33'- G_ \ Sjj \ o R25' r -R25' I� � • � � O /6 ° °f o \ �P 0 P\ 0 0 oP � o. EXISTING 15 -25% SLOPES 0.1 0.1 v 0.1 e 0.1 0.1 0.1 o. _ 0.1 � � \ \� " "" -„ NEW 20' WATERLINE o .1�o� 0. g � � EASEMENT (TYP,) °A CTILE IRO M ` ,,,,,,,,,,,,,,,,,,, / •• V E / o � 4 g 0.1 0.1 0.1 0.1 0.2 0.1 0.1 EXISTING 0 m guy oe- ut- u f c; G- W ss wow ' UT EW FIRE DEPARTMEN -f 0.1 YP,) FROM PU`1�P R ❑C�f"� ` 0.1 , 0.1 5� �s •co ` S'"lot 8 „VALVE 0 j� LIMITS `/ �••��•0 ��' ' M . °g2 e 4 EW 2�0' WATERLINE F` 0.1e / 6''S •• * *•.. 9.'�'a ••., ASEMENT (T'YP,) ,oL\ 0.1 0.l DISTURB /� SSMH #1 cam/ o. _ RIM ELEV 616,0 �'' M ,8 �.g••,,,,, 2.0 0.8 0.1 INV IN: 612,10 �' 1 %� ° M6` �n /�• •,,,a' .� 0.3 !,. 8' INV OUT: 611,90 �.1 M '''i6�$.,,, o.a J L a- r 0.1 0.l 7 �'\ `/ / SSMH #2 8 x- 25.1 EDU , �.9•• .. • 0.2 •, •,•�,g.• 0. RIM ELEV: 624,3 ALVE . M g ' • ., , , ° / ,` RIM604,05 3� '/C INV bql 617,30 �' a L •p 2 O i _ IN= 604,05 o 4 M6 g .. ;` OUT =603,91 CNw ° C4.1 ��y . INV OUT 617,01® 5 O r. EW 20' WATERLINE o.2 ••••.., 0.1 NEW 8" WATER VALVE '/ ; co o o. 43 6.1 y V T � / EASEMENT (TYP,) �1 : o: / 1"'8 <r .,v - P ❑ST IND V 0 % 43.9 oo IN= /co �, A T�1 0 n 4 �`� 6 <o a 0 - '0 <; >' ' 0.2 D CTILE IRON SANITARY SEWER2 SERVICE' CO o : � p o. 3 iCL �.s t a 181GUM �I_IMITS OF o� 44� 1; :i DISTURBANC . 0 6. :: j 0 29'PORLAR 2" COPPER DOMESTIC WATER SERVIC 0.2 �.9 = �':� 24'GUM 0.1 0 DUCTILE IR ❑N : li fr'• •.7 RIM = 612.30 P / c h 0.1 0.1 / 5 FIRE ZE R V I C E P3'UOA POP AR IN= 600,18 (NE) S 7 - �4 �o. WITH 6" RPDA i 0.1 OUT = 600,08 ) P` / / � LIMITS ❑F - o 5.3 1 / I I 4.3 r....7 23' UM 8 "x8 "x8" TE H NEW DISTURBANCE a 5.8 3r'PaPLAR / \ 0.1 �� 31/2 WATER / 8" VALV CUT & SLEEVE �� 1 4.8 ::::': °12r 23'0.1 METER WITH 2 5 3 :.:.� 0;1 / 17'T/-7A/F- WADI EXIST 8" MAIN, `� ' TRAP o lip I RPZ + HOT B09 r•:•: :1 040AK 0.1 ® 18,84 NEW WILDING o.4 : d :. i / C❑❑RDI TE TIE -IN WITH r '613,74 (NW) 0.1 0; :•; / TOWN F HILLSBOROUGH =_ _ 0.2 2 22,400 SF 1.3 r..• / / \ 0 2 F.F.E. 626 �' : ®:1k / / /I 1.0 So BUFFER NEW 8" WATER VALVE o 0.0 0 C4.1 0.4 0.3 o d.; ��:;:..:..7 0.1 6 / \f o ° 0.5 6 VALVE IRE HYDRANT C4.1 0. 0; 0.3 b t / 1 e 0.1 0.2 /0.1 ��' :�I e20'GUM 0.1 CHj<<ER ��� C': I al p Qs yr.: cr;2 ::� 8 "x6" REDUCER • CP- / l A 0.1 05 0.1 199, SENI ❑R CENTER / ADDITI ❑N / \ F.F.E. = 619,09 3 cp 50' BUFFER / o d o \ a. \ o i \ 0 /' o� \ / D0 900. o 0 - \ / , \ o° /. 0 (I. 00d-D �. °0 \ /, o ° \ /. o ?1 o� °� \ 50' BUFFER \ �' ° 00. �. \ ®% / 0 0 0� \ o 0 ° ♦ °'b 008 30C o 1 50' BUFFER \ I UTILITIES PLAN LEGEND PROPER T Y L INE UTILITY POLE YARD INLET /CATCH BASIN FIRE HYDRANT CLEAN -OUT SANITARY SEWER MANHOLE ROOF DRAIN TEL EPHONE PEDES TA WA TER VAL VE GUY WIRE ELECTRIC METER IRRIGA TION VALVE BOLLARD FIRE DEP T, CONNEC TIEN WATER METER OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER OP TICS CONCRETE TRANSFORMER PAD ROOF (OVERHANG) LINE UNDERGROUND GAS LINE TREEL INE GAS METER WATER LINE SANITARY SEWER LINE - STORM DRAINAGE LINE DITCH LINE LIGHT POLE PROPOSED co 0 0 NOTES: 1. ALL UTILITIES TO THE ADDITI ❑N WILL BE CONNECTED TO THE THE EXISTING BUILDING SERVICES. 2. ALL AREAS TO RECEIVE NEW PAVEMENT SHALL HAVE THE EXISTING UTILITIES RAISED OR LOWERED TO BE FLUSH WITH THE FINISHED GRADE. 3. ALL NEW WORK TO CONFORM TO THE LATEST TOWN OF HILLSB ❑R ❑UGH SPECIFICATI ❑NS, STANDARDS, AND DETAILS, JVF►LG: i = L+u -u 40 20 0 40 80 222 cloister court chapel hill, nc 27514 919.401.8586 www.cra - ae.com 1w �� rr� z � O Z o � Q 0 X w V Lu v) uU 0= Z ~= o 0 �OJ ° a W J Ov�� no. revisions 1 ADDENDUM #1 07/20/17 ADDENDUM #2 07/26/17 TRC RESUBMITTAL 10/4/17 4 TRC SUBMITTAL 11/20/17 5 NCD ❑T COMMENTS 01/12/18 6 REVISI ❑NS FROM P2 & P3 - WATER & SEWER 2/20/18 drawn checked ETS MLH ENLARGED UTILITY PLAN sheet C4mO date project no. 12/15/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 MOVE FENCE OR REMOVE TREE IF MORE THAN 20% OF A TREE'S MOVE FENCE OR CRITICAL ROOT REMOVE TREE ZONE IS UNPROTECTED TREE _ PROTECTION . FENCE TE ED A 1/ ... - - - - -_ / III SCI lyoic Rl� L �Jl��f - I ! CONSTRUCTION AREA 'X RETAIN z 10' MAX. METAL OR WOOD POSTS TREE PROTECTION FENCING SCALE: N.T.S. MATCH EXISTING PAVEMENT SECTION 2" S9.5B SURFACE 4" B25 -B BINDER COURSE COURSE TRENCH WIDTH 1' -0" (MIN.) (MIN.) TACK COAT SAW CUT PAVEMENT EDGE EXIST. PAVEMENT SCALE: N.T.S. 0000 /DIV- 02/02520A27.DWG BACKFLOW ASSEMBLY MUST BE USC- FCCCHR & ASSE APPROVED MUST BE OUTSIDE STEM AND (DETECTOR ASSY. FOR FIRE LINE INSTALLATIONS) I� YOKE RESILIENT SEAT GATE Jj VALVES FOR FIRE LINE. INSTALLATIONS LINE MUST BE _\ UNBRANCHED AND UNOBSTRUCTED FLOW D.I.P. ON INSTALLATIONS SEE GREATER THAN 3" SE 12 NOTE 1 (COPPER IF t= 3 ") NOTE 3 CLEARANCE MIN. f GRADE r �f8 I MIN. CONCRETE PAD PLASTIC SHEET THRUST BLOCK OR METER TO BE LOCATED RESTRAINED JOINT AND RODDED THIS SIDE, IN R+W NOTES: 1. CONCRETE SUPPORT BLOCK REQUIRED ON 2 112` & LARGER BACKFLOW PREVENTERS 2. THE DEVICE MUST BE INSTALLED WITH MINIMUM HORIZONTAL CLEARANCES OF 30" FOR SIDE WITH TEST COCKS AND 8" FOR BACK SIDE (NIA WITH REMOVABLE BOX OR PANELS) 3. ASSEMBLY IS NOT COMPLETE UNLESS ALL TEST COCKS ARE INSTALLED KPK PER MANUFACTURERS SPECIFICATIONS 4. ASSE 106D ENCLOSURE REQUIRED FOR ALL BACKFLOW ASSEMBLIES KPK rev description app'd date 10 REDUCED PRESSURE BACKFLOW PREVENTER C4.1/SCALE: N.T.S. A PRE - CONSTRUCTION CONFERENCE MUST BE HELD WITH THE ENGINEER BEFORE ANY SITE WORK BEGINS. A LANDSCAPE PROTECTION SUPERVISOR WHO IS REGISTERED MUST BE PRESENT ON SITE AT ALL TIMES WHEN THE FOLLOWING ACTIVITIES ARE TAKING PLACE: CLEARING, GRUBBING, EXCAVATION, GRADING, TRENCHING, MOVING OF SOIL, INSTALLATION AND REMOVAL OF TREE PROTECTION FENCING, AND THE DELIVERY, TRANSPORTING AND PLACEMENT OF CONSTRUCTION MATERIALS AND EQUIPMENT. TREE PROTECTION NOTES: 1. ANY TREE ROOTS EXPOSED BY CONSTRUCTION SHALL BE SEVERED CLEANLY WITH A PRUNING TOOL. 2. DO NOT DISPOSE OF ANY CHEMICALS OR REMOVE SOIL OUTSIDE THE AREA OF WORK. 3. WHEN INSTALLING NEW LANDSCAPE PLANTS, DO NOT DRIVE EQUIPMENT UPON OR WITHIN THE CRITICAL ROOT ZONE OF EXISTING TREES. CONSTRUCTION SEQUENCE: 1. OBTAIN APPROPRIATE PERMITS. 2. HOLD PRE - CONSTRUCTION CONFERENCE WITH LANDSCAPE PROTECTION SUPERVISOR, ARCHITECT OR ENGINEER. 3. ERECT TREE PROTECTION FENCING. 4. CLEAR AND GRUB TREES AND SHRUBS TO BE REMOVED. 5. INSTALL SOIL AND EROSION CONTROL MEASURES. 6. ROUGH GRADE SITE. 7. EXCAVATE FOR FOOTINGS AND INSTALL UTILITIES. 8. CONSTRUCT BUILDING. 9. FINISH FINAL GRADING AND PAVING. 10. REMOVE TREE PROTECTION FENCING. 11. INSTALL LANDSCAPING (TO BE SHOWN ON LANDSCAPE PLAN). 0000/ D I V -02 /0280OA01. D W G DRAIN@7 %MINIMUM SLOPE TO DAYLIGHT OR STORM DRAINAGE g j DOMESTIC WATER METER VAULT C4 -VSCALE: N.T.S. 5-1 A' DRY BARREL HYDRANT, r P.E. X P.E. NIPPLE M1N 6" DIA PIPE � 1III "YMEITA IT MIN 1X" METER M.J. TEE>� 36" PERPENDICULAR TO STREET 4" r.f METER IWMIN 2" METER R.E. X P.E. LL SS 0 MINIMUM 72" FROM EDGE OF CURB NIPPLES T ' KETER 2f' MIN p 96" 60'" ` DISTRIBUTION MAIN 6" 4" METER 108" 12 - g^ (RESTRAINED JOINTS 126" DOMESTIC METER BOX y 5" STDRZ CONNECTION GATE VALVE" REURAINEDFLANGEO L7nuTYANCHOR97 1 138" 1 78" Z 6" ITYPIGALI • UPLING ADAPTER +- )TYPICAL) 163'" as 60" 6" HYDRANT TAMPED VALVE BOX BOTTOM SIDEWALK CURB & BACKFILL FLANGE �,- ' '• •GATE ' - F10DR ❑ N �► I . SCREW TYPE C CONCRETE SLAB $TAN{3ARpVALVE BO ALL PIPING INTO VAULT SHALL BE TAM PED �-e ,'..'• °.:',• ;. , 30# BACKFILL �/ ` 6" RESILIENT WEDGE FELT z RESTRAINED GATE VALVE n ATER COMPACTED BACKFILL OTHER SIMILAR MODELS ARE AVAILABLE WITH VARIABLE HEIGHT SCREW TYPE VALVE. `O t2" BO %BOTTOM (VARIABLE HEIGHT) RAWER ETER 7Y MIN. 4. TRAFFIC CASTINGS MUST BE 4,20 WHEEL LOADING RATED MAIN FLOW 1W 5. FOR ANY VALVES OVER I Y DEEP, A VALVE STEM EXTENSION MUST BE 51 &" BRIDLE SS ROD WI COLLAR USED TO BRING TO A DEPTH OF NO MORE THAN 9, EXTENSION MUST CRUSHED STONE ],► N BE A MINIMUM OF V FOR MAINS IT AND LARGER. UNDISTURBED EARTH (REQUIRED) 6. TOTAL VALVE SOX WEIGHT: MINIMUM OF 65 LBS. LINK SEAL 1 Added ref. to so", appllcaHonc KPK 1110117 MIN. BEARING AREA 18" X 16" KPK HYDRANT LEG NOTES: Qf° OR600r ALL CONCRETE SHALL BE 3000 PSI MIN DISMAN LIN wSMANruN¢ HYDRANTS SHALL BE MANUFACTURED BY CLOW (MEDALLION) OR AVK (SERIES 27 Hrlls " gh NOSTALGIC) AND MEET AW WA 502 STANDARDS ALL HYDRANT VALVES SHALL BE P4 Box 429 CONNECTION 101 East Orange Street 3. 'xRNT Hillsborough, North Carolina 27278 4. HYDRANT FLANGE SHALL BE INSTALLED BETWEEN 2" AND 6" ABOVE SURROUNDING FINAL GRADE •' SEE NOTE 7 5. 6. ALL CASTINGS SHALL BE MADE -IN -USA CONFORMING TO ASTM A48 CLASS 356 GRAY CAST IRON a 67 5TONI, SLAM L40 LIFTING LOCATION, WITH A MINIMUM BURY DEPTH OF 3' -6' 8. NO MORE THAN ONE HYDRANT EXTENSION SHALL BE ALLOWED AND SHALL NOT' egMESS 0 HANDLE (� II THE MANUFACTURER OF THE HYDRANT INSTALLED (SHOWN �EFNG�' _ _ J ❑ A D A BROOM STANDARD VALVE BB 1( FINISH 5 FINISHED GRADE EDGE - --mv, sn. MULTISEAL IN JOI 9 a g GATE [LATE VALVE VALVE RIS TRAINS 7 ALL PIPING iNTL1 12- 4x4 DISMANTLING 4xy 1Y ME VAULT SHALL BE RESTRAINED TRAINER MIN. TEE JOINT ' TEE MIN. FLO W ]I► LOOR DRAN WAEBRIS "-' METER I2 IN. SLOPE 20%TO '- MAIN SCREEN 7TMINIMUMp67 ST -•.• '. DRAIN@7 %MINIMUM SLOPE TO DAYLIGHT OR STORM DRAINAGE g j DOMESTIC WATER METER VAULT C4 -VSCALE: N.T.S. 6 STANDARD FIRE HYDRANT INSTALLATION DETAIL 4■ 1 SCALE: N.T.S. 0000 /HILLSBOROUGH /FIRE HYDRANT.DWG TAPPING VALVE 5-1 A' DRY BARREL HYDRANT, r P.E. X P.E. NIPPLE M1N 6" DIA PIPE � 1III PUMPER NOZZLE TO BE 1X" METER M.J. TEE>� 36" PERPENDICULAR TO STREET 4" ((RESTRAINED JOINTS) 2" METER R.E. X P.E. LL SS 0 MINIMUM 72" FROM EDGE OF CURB NIPPLES T INSERT y* OR IN INSERT TEE p 96" 60'" ` DISTRIBUTION MAIN 6" 4" METER 108" 12 48" g^ (RESTRAINED JOINTS 126" DOMESTIC METER BOX y 5" STDRZ CONNECTION 6" 8" METER 1 138" 1 78" Z 6" NEPTUNE HP TURBINE 10" METER 163'" as 60" 6" HYDRANT TAMPED VALVE BOX BOTTOM SIDEWALK CURB & BACKFILL FLANGE �,- ' '• •GATE ' GUTTER PAVEMENT VALVE MAIN SCREW TYPE C CONCRETE SLAB TAM PED �-e ,'..'• °.:',• ;. , 30# BACKFILL �/ 6" RESILIENT WEDGE FELT z VALVE BOX GATE VALVE n ADJUSTABLE HEIGHT BOX MANUFACTURED BY GENERAL FOUNDRIES. COMPACTED BACKFILL OTHER SIMILAR MODELS ARE AVAILABLE WITH VARIABLE HEIGHT SCREW TYPE VALVE. `O (TAMPED IN 6" LIFTS) BO %BOTTOM (VARIABLE HEIGHT) CONC- THRUST BLOCK $ " MIN. BRANCH PIPE 4. TRAFFIC CASTINGS MUST BE 4,20 WHEEL LOADING RATED MAIN 5. FOR ANY VALVES OVER I Y DEEP, A VALVE STEM EXTENSION MUST BE 51 &" BRIDLE SS ROD WI COLLAR USED TO BRING TO A DEPTH OF NO MORE THAN 9, EXTENSION MUST CRUSHED STONE VARIES BE A MINIMUM OF V FOR MAINS IT AND LARGER. UNDISTURBED EARTH (REQUIRED) 6. TOTAL VALVE SOX WEIGHT: MINIMUM OF 65 LBS. GONG. THRUST BLOCKING USE SS RODS 1 Added ref. to so", appllcaHonc KPK 1110117 MIN. BEARING AREA 18" X 16" KPK HYDRANT LEG NOTES: Qf° 1. ALL CONCRETE SHALL BE 3000 PSI MIN 2. HYDRANTS SHALL BE MANUFACTURED BY CLOW (MEDALLION) OR AVK (SERIES 27 Hrlls " gh NOSTALGIC) AND MEET AW WA 502 STANDARDS ALL HYDRANT VALVES SHALL BE P4 Box 429 SECURED TO MAIN LINE BY SS RODS AND BOLTS AND RESTRAINED JOINTS 101 East Orange Street 3. CONCRETE PAD REQUIRED ON ALL VALVES OUTSIDE OF PAVED AREA Hillsborough, North Carolina 27278 4. HYDRANT FLANGE SHALL BE INSTALLED BETWEEN 2" AND 6" ABOVE SURROUNDING FINAL GRADE 919.732.1270 5. SEE TOH SPECIFICATIONS FOR HYDRANT SPACING AND COLOR 6. ALL CASTINGS SHALL BE MADE -IN -USA CONFORMING TO ASTM A48 CLASS 356 GRAY CAST IRON 7. HYDRANTS SHALL BE ORDERED FOR SPECIFIC BURY DEPTHS OF INTENDED LOCATION, WITH A MINIMUM BURY DEPTH OF 3' -6' 8. NO MORE THAN ONE HYDRANT EXTENSION SHALL BE ALLOWED AND SHALL NOT' EXCEED 1 FT. ALL EXTENSIONS MUST BE FROM THE SAME MAKE AND MODEL OF THE MANUFACTURER OF THE HYDRANT INSTALLED 6 STANDARD FIRE HYDRANT INSTALLATION DETAIL 4■ 1 SCALE: N.T.S. 0000 /HILLSBOROUGH /FIRE HYDRANT.DWG TAPPING VALVE "A" r P.E. X P.E. NIPPLE M1N 6" DIA PIPE � 1III WATER METER TYPE 1X" METER M.J. TEE>� 36" 30" 4" ((RESTRAINED JOINTS) 2" METER R.E. X P.E. LL SS 30" NIPPLES T INSERT y* OR IN INSERT TEE 3" METER 96" 60'" ` DISTRIBUTION MAIN 6" 4" METER 108" B0' M.J. ELBOW 48" g^ (RESTRAINED JOINTS 126" DOMESTIC METER BOX PLAN NOTES: 1. 12" CLEARANCE REQUIRED UNDER BFP ASSEMBLIES 2, ASSE 1064 ENCLOSURE REQUIRED FOR BFV ASSEMBLIES 3. ONLY APPUCABLE TO MAINS � 6 INCHES USC•FCCCHR & ASSE APPROVED REDUCED PRESSURE DETECTOR ASSEMBLY (RP•D) FIRE LINE A A L. -.. . ' 518" " METER TO BE PURCHASED FROM PE X P,E 1 NIPPLE THE TOWN OF HILLSSOROUGH OR ` PROVIDED BY BFFPP TO TOWN SPEC DOMESTIC SERVICE USC- FCCCHR & ASSE APPROVED SACKFLOW PREVENTER PROPERTY LINE (TYPE AS REQUIRED) SECTION A -A SEE RP OF BACKFLOW FOR FIRE LINE SCALE: N.T.S. 0 2 Wd I dale UNDISTuRS SUBGRADE DIMENSION "A" "B" "C"' "D" WATER METER TYPE 1X" METER 48" 36" 30" 4" NEPTUNE T -10 2" METER 54" 42" 30" 4 " TRU /FLO COMPOUND 3" METER 96" 60'" 48" 6" 4" METER 108" 66'" 48" g^ 6" METER 126" 72" 54" 6" 8" METER 1 138" 1 78" 60" 6" NEPTUNE HP TURBINE 10" METER 163'" 84" 60" 6" 'MAXIMUM DEPTH IS 60 "; MIN. WALL THICKNESS 6" IN H -20 AREAS. NOTES: 1. FLANGED BRONZE STRAINERS BY NEPTUNE SHALL BE INSTALLED IMMEDIATELY BEFORE ALL 2" AND LARGER METERS WITH APPROPRIATELY SIZED SPACER BETWEEN THE STRAINER AND METER 2. A SEPARATE ABOVE GROUND BACKFLOW PREVENTION DEVICE IS REQUIRED PER TOH SPECIFICATIONS 3- PIPING > 1" THROUGH VAULTS SHALL BE FLANGED OR RESTRAINED DUCTILE IRON OR COPPER (COMPRESSION JOINTSIFITTINGS) 4. METERS SHALL BE PURCHASED THROUGH THE TOH 5. 1-112"- 2- METER INSTALLATIONS SHALL USE A FORD 70 SERIES COPPERSETTER WITH BALL VALVE INLET AND OUTLET (OR EQUAL) 6- HATCHES SHALL BE DOUBLE LEAF ALUMINUM DIAMOND PLATE H -20 RATED IN TRAFFIC AREAS (300 PSF NON- TRAFFIC AREAS) DESIGN WITH HINGED LOCKING SPRING LOADED DOORS WITH OPEN POSITION LOCK - HARDWARE TO BE STAINLESS STEEL. HATCH SIZES [r0 BE CENTERED OVER METER) ARE AS FOLLOWS: $.1. 1.5" METERS: 36"X 48" 6.2. 2" METERS: 42" x 54- 6.3. 3" AND 4" METERS: 60"X 6D' 6.4. 8', 8-AND 10" METERS: 48'X 72" UNLESS CUSTOM SIZE MANDATED BY TOH 7. TWO (2) 2" HOLES SHALL BE CUT NEAR HINGE AREA FOR RADIO READ DEVICES a- VAULTS SHOULD BE PROVIDED WITH STEPS OR A LADDER ACCESSIBLE FROM THE HATCH WITH THE HATCH PLACEMENT ALLOWING VIEWING AND REMOVAL OF THE METER.. 9�- LC 'u �lal PLAN 25" MIN. 23 �$' MAX. 5�" MINIMUM 7 Y2- V. Y" } MIN. 25" MIN. 33 Y4" SECTION A -A STANDARD MANHOLE COVER & FRAME 28 114" 261/4 26" M1 4 1 t,f 24" �I 3" 3 " I VERTICAL I� FACE OF COVER 34" SECTION A -A NOTES: WATERTIGHT MANHOLE COVER & FRAME 1. CASTINGS SHALL BE MADE -IN -USA CONFORMING TO ASTM A48, CLASS 35B GRAY CAST IRON 2. MANHOLE FRAME & COVER TO BE H -20 LOAD RATED IN PAVED AREAS rev description 7 MANHOLE RING & COVER GRADE ADJUSTMENT C4'/SCALE: N.T.S. ■ date 2" hatch size & misc. dimensioning KPK MOM D PRECAST CONCRETE RING IN UNPAVED KPK 1.4 rev description app'd date 9�- LC 'u �lal PLAN 25" MIN. 23 �$' MAX. 5�" MINIMUM 7 Y2- V. Y" } MIN. 25" MIN. 33 Y4" SECTION A -A STANDARD MANHOLE COVER & FRAME 28 114" 261/4 26" M1 4 1 t,f 24" �I 3" 3 " I VERTICAL I� FACE OF COVER 34" SECTION A -A NOTES: WATERTIGHT MANHOLE COVER & FRAME 1. CASTINGS SHALL BE MADE -IN -USA CONFORMING TO ASTM A48, CLASS 35B GRAY CAST IRON 2. MANHOLE FRAME & COVER TO BE H -20 LOAD RATED IN PAVED AREAS rev description 7 MANHOLE RING & COVER GRADE ADJUSTMENT C4'/SCALE: N.T.S. ■ date 3 8" VALVE C4.f SCALE: N.T.S. EXIST. Gf FINAL BACKFIL INITIAL BACKFIL 6" #67 STON WHEN ROCK ENCOUNTEREL EXIST. GRADE UNDISTURBED SOIL MINIMUM SIDE CLEARANCE MAXIMUM SIDE CLEARANCE NOTES: 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. 3• ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN NON TRAFFIC AREAS. TRENCH BOTTOM DIMENSIONS, BACKFILLING REQUIREMENTS FOR DUCTILE IRON, VITRIFIED CLAY SCALE: N.T.S. TX 2' CAST -IN -PLACE IH CONCRETE PAD OR 4" PVC CLEANOUT V PRECAST CONCRETE RING IN LINE WYE FITTING PROVIDED SH AT TOP QUARTER OF THE MAIN. 13' -0 SIDEWALK DE CURB &GUTTER •. - I I - - - 2 x 4 END OF I I I I II,I CONNECTION MARKER " I MIN MINIMUM GRADE OF 1.0 CAP 'PIPE I L COMPACTED SOIL 4" COMBINATION �� 1116 OR 11B PIPE BEND WYE AND 118 SECTION VIEW BEND ENTIRE SERVICE OF SAME MATERIAL z LU (SCH.40 PVC) UNLESS IN PAVED AREAS (WHERE THE WYE, BEND AND RISER MUST BE DUCTILE IRON) aa 4" PVC CLEANOUT uJ 2' x 7 x 5 -THICK CAST -IN -PLACE q� I CONCRETE PAD OR PRECAST CONCRETE RING 4" PIPE GAP 1116 OR 1!8 PIPE BE WYE PLAN VIEW NOTES 1. CLEANOUT SHALL BE PLACED AT RIGHT -OF -WAY OR EDGE OF EASEMENT 2. DO NOT INSTALL CLEANOUT INSIDE A FENCE 3. CONNECTIONS TO 15" OUTFALLS AND GREATER MUST BE MADE INTO MANHOLE 1 Sch 40 service & PVC plug I KPK 11/10117 KPK{ rev description app'd I date 4" SEWER TAP AND STUB -OUT PAVED APPLICATION CLEAN OUT C4.1/ SCALE: N.T.S. �- M.J. WITH RESTRAINING GLAND O RESILIENT WEDGE TAPPING VALVE O FLANGE JOINT SS TAPPING SLEEVE SEE NOTE 2 & 3 D • r� a d' ' W NOTES: 1. TAPS ONTO EQUAL SIZED MAINS MUST BE CUTAND SLEEVED WITH A TEE AND MAIN LINE VALVE INSTALLED 2. BOLTS AND NUTS FOR TAPPING SLEEVE SHALL BE STAINLESS STEEL 3. ALL TAPS 4" AND GREATER REQUIRE A STAINLESS STEEL TAPPING SLEEVE WITH FULL CIRCUMFERENTIAL SEAL" MECHANICAL JOINT OUTLET AND STAINLESS STEEL BOLTS 4. USE THRUST BLOCKING FORALL TAPS 5. DEPTH FROM GROUND SURFACE TO TOP OF BLOCKING SHALL BE GREATER THAN HEIGHT OF BLOCKING 6. THE END OF THE TAPPING SLEEVE SHALL BE NO CLOSER THAN 4 FEETTO A JOINT 7. TAPS ONTO ASBESTOS - CEMENT (AC) OR PVC MAINS REQUIRE AN EXTENDED LENGTH SLEEVE ON THE MAIN BEING TAPPED S. A 314" TEST PLUG OR SLEEVE SHALL BE INSTALLED rev FLANGE JOINT MAIN r 9 •/. /, /, 1, MINIMUM CONCRETE STRENGTH = 3000 PSI, TAP SIZE DIMENSIONS IN FEET NOTE: 2k Yx W CONCRETE PAD IOR H D PRECAST CONCRETE RING IN UNPAVED 2.0 1.4 AREAS) REQUIRED ON ALL VALVES. a" STANDARD VALVE • � � '� 1.4 ,BOX LID .,d • ..p - • •'�-. ra• 1.8 4 A Y .a. , . 5.0 STANDARD VALVE DOMESTIC CASTING LID BO %TOP (MARKED WATER OR SEWER AS APPROPRIATE) FINAL PAVEMENT COURSE _'. - CONCRETE ° PAD VALVE BOX TOP TAMPED VALVE BOX BOTTOM BACKFILL ' '• •GATE ' VALVE MAIN SCREW TYPE C D o TAM PED �-e ,'..'• °.:',• ;. , BACKFILL TYPICAL TWO -PIECE VALVE BOX NOTES: 1. PREFERRED VALVE BOX IS MODEL 32562 -S, A SCREW -TYPE TWO PIECE n ADJUSTABLE HEIGHT BOX MANUFACTURED BY GENERAL FOUNDRIES. OTHER SIMILAR MODELS ARE AVAILABLE WITH VARIABLE HEIGHT SCREW TYPE VALVE. RANGES AS NECESSARY. BO %BOTTOM (VARIABLE HEIGHT) 2. VALVE BOX NOT TO CONTACT WATER MAIN OR SEWER FORCE MAIN 3. CAST IRON TO CONFORM TO ASTM A48 CLASS 35B 4. TRAFFIC CASTINGS MUST BE 4,20 WHEEL LOADING RATED 5. FOR ANY VALVES OVER I Y DEEP, A VALVE STEM EXTENSION MUST BE USED TO BRING TO A DEPTH OF NO MORE THAN 9, EXTENSION MUST 10 -I.4' BE A MINIMUM OF V FOR MAINS IT AND LARGER. 6. TOTAL VALVE SOX WEIGHT: MINIMUM OF 65 LBS. 1 Added ref. to so", appllcaHonc KPK 1110117 KPK M descviptim app'd I date Qf° VALVE BOX ASSEMBLY Hrlls " gh AND GATE VALVE P4 Box 429 scale NTS drawing no. 1W5 -01 101 East Orange Street date JANUARY 2017 Hillsborough, North Carolina 27278 � ' approved . e-' 919.732.1270 Kwrwilh P. Keay, P.E., Tartu ErvrIex 3 8" VALVE C4.f SCALE: N.T.S. EXIST. Gf FINAL BACKFIL INITIAL BACKFIL 6" #67 STON WHEN ROCK ENCOUNTEREL EXIST. GRADE UNDISTURBED SOIL MINIMUM SIDE CLEARANCE MAXIMUM SIDE CLEARANCE NOTES: 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. 3• ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN NON TRAFFIC AREAS. TRENCH BOTTOM DIMENSIONS, BACKFILLING REQUIREMENTS FOR DUCTILE IRON, VITRIFIED CLAY SCALE: N.T.S. TX 2' CAST -IN -PLACE IH CONCRETE PAD OR 4" PVC CLEANOUT V PRECAST CONCRETE RING IN LINE WYE FITTING PROVIDED SH AT TOP QUARTER OF THE MAIN. 13' -0 SIDEWALK DE CURB &GUTTER •. - I I - - - 2 x 4 END OF I I I I II,I CONNECTION MARKER " I MIN MINIMUM GRADE OF 1.0 CAP 'PIPE I L COMPACTED SOIL 4" COMBINATION �� 1116 OR 11B PIPE BEND WYE AND 118 SECTION VIEW BEND ENTIRE SERVICE OF SAME MATERIAL z LU (SCH.40 PVC) UNLESS IN PAVED AREAS (WHERE THE WYE, BEND AND RISER MUST BE DUCTILE IRON) aa 4" PVC CLEANOUT uJ 2' x 7 x 5 -THICK CAST -IN -PLACE q� I CONCRETE PAD OR PRECAST CONCRETE RING 4" PIPE GAP 1116 OR 1!8 PIPE BE WYE PLAN VIEW NOTES 1. CLEANOUT SHALL BE PLACED AT RIGHT -OF -WAY OR EDGE OF EASEMENT 2. DO NOT INSTALL CLEANOUT INSIDE A FENCE 3. CONNECTIONS TO 15" OUTFALLS AND GREATER MUST BE MADE INTO MANHOLE 1 Sch 40 service & PVC plug I KPK 11/10117 KPK{ rev description app'd I date 4" SEWER TAP AND STUB -OUT PAVED APPLICATION CLEAN OUT C4.1/ SCALE: N.T.S. �- M.J. WITH RESTRAINING GLAND O RESILIENT WEDGE TAPPING VALVE O FLANGE JOINT SS TAPPING SLEEVE SEE NOTE 2 & 3 D • r� a d' ' W NOTES: 1. TAPS ONTO EQUAL SIZED MAINS MUST BE CUTAND SLEEVED WITH A TEE AND MAIN LINE VALVE INSTALLED 2. BOLTS AND NUTS FOR TAPPING SLEEVE SHALL BE STAINLESS STEEL 3. ALL TAPS 4" AND GREATER REQUIRE A STAINLESS STEEL TAPPING SLEEVE WITH FULL CIRCUMFERENTIAL SEAL" MECHANICAL JOINT OUTLET AND STAINLESS STEEL BOLTS 4. USE THRUST BLOCKING FORALL TAPS 5. DEPTH FROM GROUND SURFACE TO TOP OF BLOCKING SHALL BE GREATER THAN HEIGHT OF BLOCKING 6. THE END OF THE TAPPING SLEEVE SHALL BE NO CLOSER THAN 4 FEETTO A JOINT 7. TAPS ONTO ASBESTOS - CEMENT (AC) OR PVC MAINS REQUIRE AN EXTENDED LENGTH SLEEVE ON THE MAIN BEING TAPPED S. A 314" TEST PLUG OR SLEEVE SHALL BE INSTALLED rev FLANGE JOINT MAIN r 9 •/. /, /, 1, MINIMUM CONCRETE STRENGTH = 3000 PSI, TAP SIZE DIMENSIONS IN FEET W H D 4" & 6" 2.0 1.4 1.0 a" 3 -5 2.0 1.4 10" 4.0 25 1.8 12" 5.0 3.0 2.5 date N: /0000 /CML /SPECIFIC DETS- HILLSBOROUGH/ C4■ SCALE: N.T.S. 0000 /HILLSBOROUGH/TAPPING SLEEVE.DWG HILLSBOROUGH DETS -NEW 222 cloister court chapel hill, nc 27514 919.401.8586 www.cra- ae.com Lv la� z � O Z o 0 X w V Uu V) J � u W a z 0 = Z~= o 140 J ° W J OH z no. revisions 1 ADDENDUM #1 07/20/17 11/01/17 drawn checked ETS MLH UTILITIES DETAILS sheet C4ml date project no. 12/15/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 NEW 20' WATERLINE 0.1 � 0.2 I A 2 +26 EASEMENT CTYPI� ° 1 0 0.1 � 1 ' - �`; ` �- . CTILE IRON- u / 1WATE QI 0.1 , • v � ♦ 0 1 /M , F) W EIRE DEPARTMEN 0 . o • J �S � C❑ NN m� ROD, T I❑ N CTYPI ER M P 0.1 X/ 0.1 3 4 +111 0. 2 . 0 2 5 + 41 I 222 cloister court chapel hill, nc 2751 4 7' y �� 0.2 AND 2 r -\ 0 . 1 EW �� WATER I E 919.401.8586 J� 6• , p SSMH #1 , , 1 @ o �• 2V A L 0.1 EASEMENT ( 1�P1) o www.cra- ae.com 2, z ti J az 1 Q 7. 2. ®� RIM ELEV: 61610 QJ _--::� INV INS 61110 /0 ! � _ 0.4 9. I V ❑ T1 611190 0.1 0.1 0.2 4. 25.1 E D C 10. o 1 SSMH #� 9 RIM ELEV: 62413 0.2 l 1.1 AEVE . 9 2.3 0.1 i I N V LNj 617130 . 1 IQ STA 1 EW 20 1 WATERLINE , I Q. 2 31.9 7.4 8 +1417 43.3 HIS EASEMENT (TYP1) �0. �/ ® 6.1 ff 0. 1 POST I DIC�AT[i Vh ' �V 43.9 /' T A �N o 2 ° - y 37.6 I� _ LJ 33.4 ® . ID.CTILE IR ❑N SANITARY SEWER_2 SERVICE " 38 . 6'PV r 3 a W 7.8 18 11Gb 17.4 44.0 � ®0 . 1 Q d 1 . 38. ° 2 29 "PD . // -` COPPER DOMESTIC WATE SERVIC 0 2 a 8 a 7.9 "GUM co - �, - 0 2 DUCTILE IRO : 24 STAB 0+00 _ � ♦ 0.1 I 0 1\ a 5 . 1 -'W.- EIRE 4S�RVICE 23 „ OAK Q 2 „ . . r ° ® 0 WITH 6" RPI�6 4.3 • 2� ° V'J <O> 2 5.3 ® ` • ` 31 "PJPL AR a 6 - .31/2" WATER 5.8 W .- • E d 0.1 - 4.8 METER 1W4ITH 2" 23 „oAl ;� 5.3 STA - - WW.. RPZ + HOT B )0 �-- NEW B ILDING "'� 24 "OAK _ 22 0 �. SF l .3 •` I _ RIM -6 ,6 ,400 1.0 0.2 F.F.E. 626 O ONING - 0.3 0.1 0 AEVE _ OUT�6 3 ± // Q 0.4 rr . -. IRE o ., _ - 0.5 6 VA V 0.4 I- o d W W ^ ® .d ° / ` r v v v W WWWW 0.1 G ° ° d d d ._ 0• 2 ® ®\ ® 0.1 �.W. •.W.. ,0 11GUM 0 _ d • d • . , a - ° O o N •. ' y y r S T A - W '' •r W y ` W W a d • d a e a a• a d 3 ..�v `�'+ W 'v ` W . Wv . . . W 10 +191 x6 r R W.W v z LJJ d a SCALE: 1 " = 20' -0" O I z 20 10 0 20 40 Q Ili � a ®o 0 630' ' / m 1■% w J II J 625' TT -L w J Q 42' _ U 620' I Q Ppnpr"-zF--D GRADE =#7- no. revisions U 615' _ -11 -1P r A -TER LINE j 610' 8 DUCTILE IR ❑N PIPE UILDING z ° - -_ - AND VA 605' J LLJ _4 V - 600' 0 +00 HORIZONTAL SCALE 1 " =20' 1 +00 2 +00 2 +26.5 3 +00 4 +00 4 +31.1 4 +84.1 5 +00 5 +41.5 5 +55.6 6 +00 fi i 630' -- 625' drawn checked 1, 205 F COVER 421, Miw FR9M <TYP.) 15" 620' ETS MLH 615' WATER LINE V-E PLAN /PROFILE 610' - _ 605' sheet 6 +00 7 +00 8 +00 8 +14.7 9 +00 9 +35.6 10 +00 10 +19.3 600' ■ date project no. 12/15/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 n s \ 4l 0 "S/1' MORE, 15,76 614 -_ IC- I < �/ 1 Y AMORE `1 .115 MQTLE _ \ � � � � \ � �O / / � \� \ _ In EXISTING 15 -25% SLOPES /114- MAPLEI /15-WILLOW l OA c I 1 1�'ISNCAMORE/ / / I I I I ,off T EE PR❑TECTI ❑N ✓ `" FENCING o o I,�� _6e6 14-SYCAMORE / 1/ emWr / / // I I i �`= 622`\ mm? / / I 1\ A // / I / SD / cn SITE BENCHMARK / / / ' MANN17LE RIM / / / // SD / I ti / / �� SD ELEV= 616,25 / / / / / SD SAM- p° F G LIMITS ❑ / DISTURBANC QJ G / \ N OTES CRETE WASH \/ // ' 2 / I I o Q C5. SILT FENCE l m H START OF DITCH ELEV: 624 p +) GENERAL NOTES: 1. TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY SURVEYING SOLUTIONS, P.C., DATED FEBRUARY 13, 2017 YOUNGSVILLE, NC PHONE: 919 - 854 -4833 2. PRIOR TO BIDDING ON WORK AT THE SITE, THE CONTRACTOR SHALL VISIT THE SITE TO FIELD VERIFY THE EXISTING CONDITIONS. 3. PRIOR TO START OF WORK CONTRACTOR SHALL MEET WITH OWNER, ARCHITECT, & ENGINEER FOR A PRE - CONSTRUCTION MEETING. Okay Skimmer Basin #1 4. NO WORK SHALL TAKE PLACE ON THE SITE UNTIL THE CONTRACTOR HAS CONTACTED NORTH CAROLINA ONE -CALL CENTER 4.55 Peak Flow from 10 -year Storm (cfs) 7 days AND THE TOWN OF CHAPEL HILL TO LOCATE UTILITIES. 14 days 14 days 5. ANY INTERRUPTION OF UTILITY SERVICE SHALL BE APPROVED AT LEAST 48 HOURS PRIOR TO WORK IN THAT AREA. 14 days 088 Bottom Area ft` 6. ANY SIGNIFICANT CHANGES IN ACTUAL SITE CONDITIONS FROM THOSE SHOWN ON THE PLANS SHALL BE BROUGHT TO THE 6355 Actual Volume ft Okay 3 DROP INLET ATTENTION OF THE ENGINEER OF RECORD. 5004 Required Volume ft 7. ALL EXISTING WALKS, PAVEMENT, CURB, ETC. WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO MATCH 1478 Required Surface Area ft EXISTING CONDITIONS. 6.36 Spillway Capacity cfs Okay 8. ALL EXISTING FENCING, PAVEMENT, ETC. THAT IS REMOVED BY THE CONTRACTOR SHALL BE DISPOSED OF PROPERLY. 27 Suggested Width ft 9. PROVIDE POSITIVE DRAINAGE AWAY FROM NEW AND EXISTING BUILDINGS. i 54 Suggested Length ft 10. CONTRACTOR STAGING AREAS SHALL BE RETURNED TO ORIGINAL CONDITION AT THE COMPLETION OF ALL WORK. Dewateri ng Time (days) Okay} TEMPORARY 4 11. RESEED ALL DISTURBED AREAS AT COMPLETION OF ALL WORK. C❑NSTRUCTI ❑N C5. SKIMMER HEAD 12. ADJUST ALL EXISTING & NEW UTILITIES TO BE FLUSH WITH FINISHED GRADES, TYPICAL. 41 Trial Top Width at Spillway Invertft 13. USE PAVEMENT PATCHING DETAIL FOR ALL UTILITY CUTS THROUGH EXISTING ASPHALT. t� 14. SAWCUT EXISTING ASPHALT ADJACENT TO PAVEMENT PATCHING. 56 Trial Top Length at Spillway InVertft 15. NO WATERCOURSE OR 100 -YEAR FLOOD PLAIN AS MAPPED BY F.E.M.A. OR AS DEFINED BY ANY FEDERAL, STATE, OR 2 Trial Side Slope Ratio Z:1 LOCAL AUTHORITY IS LOCATED ON THIS SITE. ILT FENCE � 1 � ❑IL STOCKPILE AREA T CNpOR D qRY SIB T DITCH � ll/ // / / \ \ \ \ / LIMITS OF / TART / / / 1 DISTURBANCE ` \ /6 ELEV 62 DITCH ®oil �0 UFFER\ I INLET PR❑TECTI ❑N EIG 6 o bs\ \\ INLET PRI 608 SENIOR CENTER \ ADDITION \ FIFE. = 619.09 v 3 SILT E N C E NEW BUILDING 22,400 SF F. F. E.I6' BASIN INLET @ SLOPE DRAIN �\ a 16 ELEV: 621 ® ® EMP❑RARY SL E DRAIN TEMPORARY DIVERSI ❑N DITCH A11111110, i #5 ITECTI ❑N 7 � i 2. HOLD THE PRE - CONSTRUCTION MEETING WITH ENGINEER OF REC RD AND STATE INSPECTOR. PROVIDE ESC COORDINATOR'S NAME AND PHONE NUMBER TO NCDEQ AND ENGINEER OF RECORD. 3. THE SITE SHALL BE INSPECTED, AT A MINIMUM, WEEKLY AND F LOWING SIGNIFICANT RAINS OF 0.5 " /24HOURS OR GREATER. REPORTS ALL BE GENERATED FOR ALL INSPECTIONS AND ACTIONS USING STORMWA R INSPECTION FORM NCGO10000 -LAND DISTURBING ACTIVITIES. 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 5. INSTALL PERIMETER PROTECTION (SILT FENCE, TREE PROTECTION, IN ET PROTECTION, ETC.) 6. CLEAR ENOUGH AREA TO INSTALL THE SEDIMENT BASIN. QQ 7. INSTALL THE DIVERSION DITCHES IMMEDIATELY AFTER SEDIMENT BA N IS LIMITS F CONSTRUCTED. INSTALL MATTING IN DITCHES AS PER DETAIL (17/C5. ) ! U CE 8. SEDIMENT BASIN AND DIVERSION DITCHES ARE TO BE STABILIZED N-I SILT FENCE IMMEDIATELY. 9. INSTALL NEW STORM DRAINAGE PIPE BETWEEN #5 - #4 - #3 USING PIP PROTECTION DETAIL, INSTALL ALL OUTLET PROTECTION 'GU DEVICES /APRONS, AND INSTALL INLET PROTECTION AROUND EXISTI hv. - AND NEW STRUCTURES. 23'OAK 10. GRADE AND STABILIZE BUILDING PAD, CONSTRUCTION ROADS, AND PARKING AREAS. UM 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH NCDEQ STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. "l 7 12. INSPECT AND MAINTAIN ALL SEDIMENT & EROSION CONTROL MEAS ES 1 o AFTER EACH 1/2" OR GREATER STORM EVENT. ! 24194 13. ALL SEDIMENT MUST BE CLEANED UP USING DRY METHODS (IE NO WASHING SEDIMENT OFF ROADWAYS) 14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN BASIN INLET DAYS WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING SLOPE DRAIN 1 ELEV, 621 TREE P R ❑ T E C T I ❑ N OR EQUIVALENT. ALSO, COVER AREAS BEFORE MAJOR STORM EVENTS FENCING 15. STABILIZE ALL AREAS WITHIN 7 DAYS OF REACHING FINAL GRADE. : , a 16. INACTIVE AREAS SHALL BE STABILIZED /PROVIDED WITH GROUND COVER ® nl 1 WITHIN 7 DAYS. o TEMP ❑BABY C3 17 OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 14 DAYS. � • _ I O'GUM NE::: SLOPE DRAIN 16 18. AFTER COMPLETION OF THE NEW BUILDING, REMOVE THE TEMPORARY rj CONSTRUCTION OFFICE AND ALL ON SITE STAGING. BUILDING ROOF D IN B WILL BE CONNECTED TO THE DITCH ABOVE SEDIMENT BASIN #1. 19. CONSTRUCT NEW OUTDOOR ATHLETIC FIELD AND UNDERDRAIN AND TIE STORM DRAINAGE TO DITCH ALONG EAST SIDE OF THE SITE. 4 20. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS �3 1 %gum SKIMMER TO AND REQUEST INSPECTION FROM ENGINEER OF RECORD. REMOVE INLET #3 TEMPORARY DEVICES UPON ENGINEERS APPROVAL. CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION, MAINTENANCE, AND REMOVAL 0 THESE SYSTEMS. \ EDIMENT BASIN #1 C5 21. SEDIMENT BASIN SHALL BE DEWATERED THROUGH A FILTER BAG, DETAIL I (17/C5.1). DEWATERING DIRECTLY TO STORM DRAINS IS PROHIBITED. 22. RESEED ALL DISTURBED AREAS. BAFFLES 15 23. COMPLETE BIORETENTION AREA CONVERSION AND INSTALLATION OF W ROADWAY AT SOUTHEAST END OF THE BUILDING. SEE SHEET 3.1 FOR CS• SPECIFIC REQUIREMENTS OF THE NEW RAIN GARDEN. C /`_1� EROSION CONTROL CONSTRUCTION SPILLWAY FOR SEDIMENT BASIN -TARP ON SURFACE / \ SILT FENCE 2 � C5. \ \ SF o POND - 10\� \\ \ -- 606 \\ \\ o MALE \ _ e 14 GUM R❑SI ❑N CONTROL NOTES: \ _)0' ` UFFER\ \ \ NEUSE RIVER BASIN, RIPARIAN BUFFER ALONG POND SF❑ S FENCE \ \ \ \ ®1%�/ • ED DI URBE AREAS WITHIN LIMITS OF CTI ❑N THA LL Al I ❑ THE GROUND 0 6 15'GUM / COVER REQUIREMENTS FOR SLOPE C❑NDITI ❑NS CHART BELOW 012GUM 01 - 604 - -- �j' F ❑LL ❑WING SURFACE STABILIZATI ❑N DETAILS (6-9/C5,2), _� 121GUM .1 • WHEN THE TEMPORARY SEDIMENT BASIN IS TO BE DECOMMISSIONED, DRAIN ALL REMAINING WATER THROUGH A 11 \ 1 ®ELM FILTER BAG; SEE DETAIL (17/C5,1), `� -� \'GUM 14-GUM 1 � 14 MA E • PERIMETER SILT FENCE SHALL REMAIN IN PLACE UNTIL 600 / 13'GUM FINAL STABILIZATI ❑N HAS BEEN ACHIEVED X) SELF INSPECTION FORMS CAN BE OBTAINED AT 2'MAPLE- J ply, http / /deq nc,gov /about /dlvlslons /energy- mineral,-land- � � 12GUM Gull- resource s /erosion - sediment- control /-Forms ° ° • PR ❑VIDE ADDITIONAL ER❑SI ❑N AND SEDIMENTATI ❑N CONTROL - MEASURES AS NECESSARY /REQUIRED IN ORDER TO PROTECT _ / - - ALL PUBLIC AND PRIVATE PROPERTY FROM DAMAGE, • PR ❑VIDE RAIN GAUGE ON SITE - -- -- -- -- - %'% `LIMITS OF DISTURBANCE F❑ , So' or greater s a '^ I 10` or less 1717 IV Ground Cover Requirements for Slope Conditions 7 days 7 days 4 Trial Depth ft (2 to 3.5 feet above grade) 14 days 7 days 25 Bottom Width ft 14 days 14 days 40 Bottom Length ft 14 days 14 days 088 Bottom Area ft` 60•- 2' CONTOUR 6355 Actual Volume ft Okay DROP INLET 2276 Actual Surface Area ft` Okay STORM DRAINAGE LINE 6.00 Trial Weir Length ft TREE PR❑TECTI ❑N FENCE 0.50 Trial Depth of Flow ft DITCH LINE 6.36 Spillway Capacity cfs Okay SILT FENCE 6.00 Skimmer Size (inches) INLET PR❑TECTI ❑N 0.42 Head on Skimmer (feet) DIVERSI ❑N DITCH 1.25 Orifice Size (1/4 inch increments) C❑NSTRUCTI ❑N ENTRANCE Dewateri ng Time (days) Okay} TEMPORARY 4 SILT FENCE OUTLET water sh -5 da s C❑NSTRUCTI ❑N C5. SKIMMER HEAD ENTRANCE EROSION CONTROL CONSTRUCTION SEQUENCE ❑NCRETE t�WASHOUT ALL WORK SHALL CONFORM TO NCDEQ REQUIREMENTS. 1. NOTIFY DEMLR REGIONAL OFFICE AT LEAST 48 HOURS PRIO TO COMMENCING THE LAND DISTURBING ACTIVITY AT 919 - 791 -42 2. HOLD THE PRE - CONSTRUCTION MEETING WITH ENGINEER OF REC RD AND STATE INSPECTOR. PROVIDE ESC COORDINATOR'S NAME AND PHONE NUMBER TO NCDEQ AND ENGINEER OF RECORD. 3. THE SITE SHALL BE INSPECTED, AT A MINIMUM, WEEKLY AND F LOWING SIGNIFICANT RAINS OF 0.5 " /24HOURS OR GREATER. REPORTS ALL BE GENERATED FOR ALL INSPECTIONS AND ACTIONS USING STORMWA R INSPECTION FORM NCGO10000 -LAND DISTURBING ACTIVITIES. 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 5. INSTALL PERIMETER PROTECTION (SILT FENCE, TREE PROTECTION, IN ET PROTECTION, ETC.) 6. CLEAR ENOUGH AREA TO INSTALL THE SEDIMENT BASIN. QQ 7. INSTALL THE DIVERSION DITCHES IMMEDIATELY AFTER SEDIMENT BA N IS LIMITS F CONSTRUCTED. INSTALL MATTING IN DITCHES AS PER DETAIL (17/C5. ) ! U CE 8. SEDIMENT BASIN AND DIVERSION DITCHES ARE TO BE STABILIZED N-I SILT FENCE IMMEDIATELY. 9. INSTALL NEW STORM DRAINAGE PIPE BETWEEN #5 - #4 - #3 USING PIP PROTECTION DETAIL, INSTALL ALL OUTLET PROTECTION 'GU DEVICES /APRONS, AND INSTALL INLET PROTECTION AROUND EXISTI hv. - AND NEW STRUCTURES. 23'OAK 10. GRADE AND STABILIZE BUILDING PAD, CONSTRUCTION ROADS, AND PARKING AREAS. UM 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH NCDEQ STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. "l 7 12. INSPECT AND MAINTAIN ALL SEDIMENT & EROSION CONTROL MEAS ES 1 o AFTER EACH 1/2" OR GREATER STORM EVENT. ! 24194 13. ALL SEDIMENT MUST BE CLEANED UP USING DRY METHODS (IE NO WASHING SEDIMENT OFF ROADWAYS) 14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN BASIN INLET DAYS WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING SLOPE DRAIN 1 ELEV, 621 TREE P R ❑ T E C T I ❑ N OR EQUIVALENT. ALSO, COVER AREAS BEFORE MAJOR STORM EVENTS FENCING 15. STABILIZE ALL AREAS WITHIN 7 DAYS OF REACHING FINAL GRADE. : , a 16. INACTIVE AREAS SHALL BE STABILIZED /PROVIDED WITH GROUND COVER ® nl 1 WITHIN 7 DAYS. o TEMP ❑BABY C3 17 OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 14 DAYS. � • _ I O'GUM NE::: SLOPE DRAIN 16 18. AFTER COMPLETION OF THE NEW BUILDING, REMOVE THE TEMPORARY rj CONSTRUCTION OFFICE AND ALL ON SITE STAGING. BUILDING ROOF D IN B WILL BE CONNECTED TO THE DITCH ABOVE SEDIMENT BASIN #1. 19. CONSTRUCT NEW OUTDOOR ATHLETIC FIELD AND UNDERDRAIN AND TIE STORM DRAINAGE TO DITCH ALONG EAST SIDE OF THE SITE. 4 20. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS �3 1 %gum SKIMMER TO AND REQUEST INSPECTION FROM ENGINEER OF RECORD. REMOVE INLET #3 TEMPORARY DEVICES UPON ENGINEERS APPROVAL. CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION, MAINTENANCE, AND REMOVAL 0 THESE SYSTEMS. \ EDIMENT BASIN #1 C5 21. SEDIMENT BASIN SHALL BE DEWATERED THROUGH A FILTER BAG, DETAIL I (17/C5.1). DEWATERING DIRECTLY TO STORM DRAINS IS PROHIBITED. 22. RESEED ALL DISTURBED AREAS. BAFFLES 15 23. COMPLETE BIORETENTION AREA CONVERSION AND INSTALLATION OF W ROADWAY AT SOUTHEAST END OF THE BUILDING. SEE SHEET 3.1 FOR CS• SPECIFIC REQUIREMENTS OF THE NEW RAIN GARDEN. C /`_1� EROSION CONTROL CONSTRUCTION SPILLWAY FOR SEDIMENT BASIN -TARP ON SURFACE / \ SILT FENCE 2 � C5. \ \ SF o POND - 10\� \\ \ -- 606 \\ \\ o MALE \ _ e 14 GUM R❑SI ❑N CONTROL NOTES: \ _)0' ` UFFER\ \ \ NEUSE RIVER BASIN, RIPARIAN BUFFER ALONG POND SF❑ S FENCE \ \ \ \ ®1%�/ • ED DI URBE AREAS WITHIN LIMITS OF CTI ❑N THA LL Al I ❑ THE GROUND 0 6 15'GUM / COVER REQUIREMENTS FOR SLOPE C❑NDITI ❑NS CHART BELOW 012GUM 01 - 604 - -- �j' F ❑LL ❑WING SURFACE STABILIZATI ❑N DETAILS (6-9/C5,2), _� 121GUM .1 • WHEN THE TEMPORARY SEDIMENT BASIN IS TO BE DECOMMISSIONED, DRAIN ALL REMAINING WATER THROUGH A 11 \ 1 ®ELM FILTER BAG; SEE DETAIL (17/C5,1), `� -� \'GUM 14-GUM 1 � 14 MA E • PERIMETER SILT FENCE SHALL REMAIN IN PLACE UNTIL 600 / 13'GUM FINAL STABILIZATI ❑N HAS BEEN ACHIEVED X) SELF INSPECTION FORMS CAN BE OBTAINED AT 2'MAPLE- J ply, http / /deq nc,gov /about /dlvlslons /energy- mineral,-land- � � 12GUM Gull- resource s /erosion - sediment- control /-Forms ° ° • PR ❑VIDE ADDITIONAL ER❑SI ❑N AND SEDIMENTATI ❑N CONTROL - MEASURES AS NECESSARY /REQUIRED IN ORDER TO PROTECT _ / - - ALL PUBLIC AND PRIVATE PROPERTY FROM DAMAGE, • PR ❑VIDE RAIN GAUGE ON SITE - -- -- -- -- - %'% `LIMITS OF DISTURBANCE F❑ , So' or greater s a '^ I 10` or less 1717 IV Ground Cover Requirements for Slope Conditions 7 days 7 days 7 days 14 days 7 days 7 days 14 days 14 days 7 days 14 days 14 days 14 days Steeper than 2 -1 Steeper than 3:1 3:1 -4:1 Flatter than 4:3 T17 SCALE:L 1" = 40' -0" 40 20 0 40 80 device: \ \CRZSVR2 \Canon iR4570 PS3 file name: N:\1613 Sportsplex Field house \Civil \CAD Files Current \1613 Sportsplex Field Housel6yt Inam&fND031 T.dwg 222 cloister court chapel hill, nc 27514 919.401 .8586 www.cra - ae.com w z >= O Z o C) Dew V Lu Ln u� a D z 0= Z 0 �0 � OJ ° aw J Ocn� no. revisions NCDEQ RESPONSE TO COMMENTS 8/30/17 NCDEQ RESPONSE TO COMMENTS 9/01/17 ITNCDENR REVISION #3 09/26/17 4 TRC SUBMITTAL 11/20/17 drawn checked ETS MLH EROSION CONTROL PLAN sheet C5mO date 10/23/2017 date /time printed: 11/20/2017 12:48:13 PM project no. 1613 EROSION CONTROL PLAN LEGEND EXISTING PROPOSED, - - PROPERTY LINE 10' CONTOUR 610 60•- 2' CONTOUR 608 DROP INLET STORM DRAINAGE LINE TREE PR❑TECTI ❑N FENCE TP TP DITCH LINE SILT FENCE INLET PR❑TECTI ❑N DIVERSI ❑N DITCH C❑NSTRUCTI ❑N ENTRANCE "7 SILT FENCE OUTLET SKIMMER HEAD SEDIMENT BASIN LIMITS OF DISTURBANCE t� TEMPORARY DIVERSI ❑N DITCH - SCALE:L 1" = 40' -0" 40 20 0 40 80 device: \ \CRZSVR2 \Canon iR4570 PS3 file name: N:\1613 Sportsplex Field house \Civil \CAD Files Current \1613 Sportsplex Field Housel6yt Inam&fND031 T.dwg 222 cloister court chapel hill, nc 27514 919.401 .8586 www.cra - ae.com w z >= O Z o C) Dew V Lu Ln u� a D z 0= Z 0 �0 � OJ ° aw J Ocn� no. revisions NCDEQ RESPONSE TO COMMENTS 8/30/17 NCDEQ RESPONSE TO COMMENTS 9/01/17 ITNCDENR REVISION #3 09/26/17 4 TRC SUBMITTAL 11/20/17 drawn checked ETS MLH EROSION CONTROL PLAN sheet C5mO date 10/23/2017 date /time printed: 11/20/2017 12:48:13 PM project no. 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 SKIMMER BASIN CON RUCTION (CATIONS: 1. C B ND S E AREA _ EMBANKMENT ALL VEGET ION AND R OT MAT. REMOVE ALL S FACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND OCKPILE ? OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE ATERIAL :2 a_ 12' TOP OF TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY S DIMENT BANK CONTROL MEASURES BELOW BASIN AS NEEDED. t OVERFLOW 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS REE OF SPILLWAY ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER LINE SPILLWAY WITH OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO XCEED I�8' MIN.- 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBAN ENT TARP 12 MIN. EA. SECTION B -B 6 INCHES TO ALLOW FOR SETTLEMENT. SIDE AND ENTIRE 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE ? B BOTTOM, TYP. SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATI G A TOP OF BANK, # SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SU ORT 0 4' MIN. -{ I VARIES, SEE PLAN INLET 3 UNDER THE SKIMMER OF STONE OR TIMBER. 4. PLACE THE BARREL (TYPICALLY 4 -INCH SCHEDULE 40 PVC PE) OVERFLOW = ,3� OVERFLOW ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT S SPILLWAY SPILLWA } ELEV. = SEE STORM PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STO E LINE SPILLWAY AND BOTTOM 9� + SCHEDULE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AR N EMBANKMENT _ THE PIPE SPILLWAY IN 4 -INCH LAYERS AND COMPACT IT UND COMPLETELY WITH '� B AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS T IMPERMEABLE LINER �� '�' ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE T E ON OUTFLOW DEPTH OF BASIN, MAX. PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN SIDE `v COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEP HI 2" SCHEDULE 40 OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY 2" b OUTLET DRAWDOWN - DEWATERING BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO SE EXTEND TARP BARREL © ORIFICE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENC 2' MIN. BEYOND 1% SLOPE, MIN. THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE. END OF PIPE SECTION A -A 5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS NOTE: FASTEN IMPERMEABLE LINER AT 6" O.C. AT EDGE AND 6" O.C. STAGGERED IN FIELD INSTRUCTIONS, OR AS DESIGNED. WITH 6" LONG WIRE STAPLES, TYP. 6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASI PERFORATED "SKIMMER " -2" WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ADS PIPE WITH ROPE FOR MAINTENANCE ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITI STABILIZING PAD STORM INLET #3 THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO SEDIMENT ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE F SEE DETAIL 8A/C5.1 STORAGE POND THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE S DE FOR MAINTENANCE. 4'X4' -18" DEEP f WASHED STONE 7. EARTHEN SPILLWAYS- INSTALL THE SPILLWAY IN UNDISTURB PAD FOR SKIMMER SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT 0 A A PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AN EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED 00��1 WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. T E FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTT AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR 2" SCHEDULE 40 ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH DRAWDOWN-DEWATER G 8 -INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH T ORiFiCE TIE TO STORM TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. TH INLET #3 WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENG PLAN OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPETE 1 SKIMMER BASIN DETAIL WIDTH, MAY BE USED. THE UPPER SECTIONS) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER TH SCALE: N.T.S. FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN C5.1 TRENCH WITH STAPLES OR PINS. 8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER T PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSI NS NOTES: WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER T PROVIDE BAFFLES (3 EA.) WITH THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP > THE SKIMMER BASIN TO CREATE EFFICIENCY. / DIFFUSE FLOW (SEE DETAIL 15) 9. EROSION CONTROL- CONSTRUCT THE STRUCTURE SO THAT E DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AW FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AR A IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMEN AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE P INCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION. 10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTIC .65, POROUS BAFFLES 11. AFTER ALL THE SEDIMEN - PRODUCIN REAS E BEEN PERMANENTLY STABILIZED, - = STRU E AND ALL THE UN TABLE SEDIM T. SM TH THE AREA TO BLEND WITH THE J ING AR S A STABILIZE PROPERLY. ''PSTREAM END OF TORM DRAIN URY TTO M OF Woo[ EXTERIOR PLYWOOD PLYWOOD INLET PROTECTION STEEL FENCE POST (TYP.) UPSTREAM END OF STORM DRAIN WASHED STONE I FILTER ° ACROSS PIPE ° INLET _ IF _1777 T ti .I r ti -I III -I 1 =1 -I -I 1 -I � 1_I _ � =1 11 =1 1- I I I �I (1 �j (� �l (J HARDWARE CLOTH STONE FILTER INLET PROTECTION -OVERFLOW i t 1/3 PIPE DIAMETER J OVERFLOW 1/3 PIPE DIAMETER NOTE: ALL PARTIALLY COMPLETED STORM DRAINS SHALL BE PROTECTED AT THE END OF EACH DAY IN ACCORDANCE WITH THESE DETAILS. PIPE INSTALLATION PROTECTION 5 "� (PLYWOOD AND STONE) SCALE: N.T.S. 0000 /DIV- 02/0273OA03.DWG 5.1) CLASS 1 OR B EROSION CONTROL STONE NOTE: ADD #57 WASHED STONE TO UPSTREAM SIDE (TYP.). 24" MAX. AT CENTER Z i SECTION A -A STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM CUTTING AROUND THE DAM. ('6_�` STONE CHECK DAM SEEDBED PREPARATION 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 3. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE 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 SHOULD BE OVER 60% DAMAGED, RE- ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. * SEE SEASONAL APPLICATION SCHEDULE 9 SEEDBED PREPARATION ✓5.1 SCALE: N.T.S. 0000 /NC -SEDMT /SEEDBED- PREP.DWG 0 1 Z NOTES: FILTER BLANKET 1. TOTAL DRAINAGE AREA FLOWING TO FENCE FENCE MAY NOT EXCEED 1 ACRE. SILT / SEE III, FLOW OF ITORPGE 2. SILT FENCES SHOULD NOT BE USED \ I I ► I I I p1T WATER AT PIPE OUTLETS OR IN AREAS OF E� °t� EpIMENT S \ CONCENTRATED FLOW (CREEKS, o DITCHLINES, SWALES, ETC.). SILT FENCE 0 TLET TO INCREASE STORAGE CAPACITY AND PROLONG THE LIFE OF THE SILT FENCE, IT IS GENERALLY ADVISABLE TO DIG A SEDIMENT PIT IN FRONT OF YOUR SILT FENCE WHENEVER POSSIBLE. IN WELL- 12 GAUGE 4 "x4" OR 2 "x4" WELDED WIRE HOOKED ONTO PREFORMED CHANNELS ON OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO METAL POSTS, OR FASTENED TO CEDAR THE TOP OR WOOD POSTS WITH NO.8 STAPLES. 5. ULTRAVIOLET RESISTANT (BLACK) FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN FABRIC OR EQUIVALENT SECURED TO ° WIRE WITH METAL CLIPS OR WIRE AT 8" ° OFF CENTER. 8B MAX. SEDIMENT STORAGE LEVEL. ° REMOVE SEDIMENT WHEN THIS LEVEL IS FLOW 5% MAX. REACHED OR AS DIRECTED BY ° ° ° CONSERVATION INSPECTOR. ° ° 8'0 COVER WITH SOIL AND TAMP - _ ° ° _ .. _ .. _ BACKFILL. SHEET DRAINAGE (ONLY) ° IN THE PIEDMONT AND MOUNTAINS, A SMALL - STEMMED SUDANGRASS MAY BE - - - - - °_ _.._.._.._.. NATURAL RA U L G DE _ -_ - .. _ CARRY APPROX.12" OF FABRIC PIEDMONT; AUG. 15 - DEC. 30 INTO TRENCH CONSTRUCTION SPECIFICATIONS CARRY 6 OF WIRE INTO TRENCH. COASTAL PLAIN; AUG. 15 - DEC. 30 METAL, CEDAR OR 4 "x4" _ TREATED WOOD POSTS AT 8' -- O.C. MAX.. CEDAR AND WOOD 2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR POSTS SHOULD BE 3' DEEP MIN. 2 SILT FENCE DETAIL X5.1 SCALE: N.T.S. 0000 /NC- SEDMT /NC662AD.DWG NOTES: 1. TOTAL DRAINAGE AREA FLOWING TO FENCE MAY NOT EXCEED 1 ACRE. 2. SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS OR IN AREAS OF CONCENTRATED FLOW (CREEKS, DITCHLINES, SWALES, ETC.). MAINTENANCE: INSPECT TEMPORARY DITCHES ONCE EVERY WEEK AND AFTER EVERY RAINFALL, IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DITCH RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. COMPACTED 2' MIN 3:1 SIDE SOIL SLOPES DITCH ON PROJECT SITE SIDE W 18 MIN LO F ...... III I II -III II1=1 II II1=1 -1 II I II_ (III � II � IIIIIIII � II � IIIIIIIIIIIIII � II � II � I I C I I � II � II � I I �,, I � I 6' TYPICAL B TTOM WIDTH ADD LINER TEMPORARY SILT DITCH SCALE: N.T.S. 0000 /NC- SEDMT /NC683BD.DWG C5.1 SCALE: N.T.S. 0000 /NC- SEDMT /NC620AD.DWG NOTE: EACH DITCH TO CARRY 2.28 CFS TEMPORARY SEEDING FOR LATE WINTER AND EARLY SPRING SEEDING MIXTURE: SPECIES RATE (LB /ACRE) RYE (GRAIN) 120 ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND COASTAL PLAIN KOREAN IN MOUNTAINS) 50 OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING DATES: MOUNTAINS; ABOVE 2500 FT: FEB. 15 - MAY 15 BELOW 2500 FT: FEB. 1 - MAY 1 PIEDMONT; JAN. 1 - MAY 1 COASTAL PLAIN; DEC. 1 - APR. 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB /ACRE 10 -20 -20 FERTILIZER. MULCH: APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING FOR LATE (j0 )IWINTER AND EARLY SPRING SCALE: N.T.S. 0000 /NC -SEDMT /SEEDING- TEMPA.DWG TO DITCHES (SEE DETAIL 17/C5,2) CONSTRUCTION SPECIFICATIONS: DEWATERING 1. LAY ONE BLOCK ON EACH CONCRETE BLOCK SIDE OF THE STRUCTURE ON 0 0 0 0 ITS SIDE ON THE BOTTOM ROW p - , 4 0 0 TO ALLOW POOL DRAINAGE. - b' THE FOUNDATION SHOULD BE ��� C a EXCAVATED AT LEAST 2" om°° 0 01D BELOW THE CREST OF THE ° o STORM DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK 8D ° AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW n OCCURS. IF NEEDED, GIVE 00 M0000o o0ac0000cco LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS. 2:1 SLOPE, GRAVEL FILTER 2. CAREFULLY FIT HARDWARE WIRE SCREEN CLOTH OR COMPARABLE WIRE TEMPORARY SEDIMENT MESH WITH 1/2" OPENING POOL DEWATERING OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. 16 ........................... ............................... 3. USE CLEAN GRAVEL 1 MIN. :..................... ............................... 3/4" TO 1/2" IN DIAMETER, PLACED 2" BELOW THE TOP .. II- III =III . I I -1 i 1 =1 11 =1 11 =1 11 =1 11 =1 I OF THE BLOCK ON A 2:1 I =1 I I =1 I I III =1 I I- III - III -I 11 =1 11 =1 11= SLOPE OR FLATTER AND III -III - II= III -1I1 -III �III1= 1I1= 1I1 =11 SMOOTH IT TO AN EVEN - 11111111 =III_ I I I_I GRADE. #57 WASHED SEDIMENT I ;1111= STONE IS RECOMMENDED. NOTE: CONTRACTOR IS PERMITTED TO USE MANUFACTURED INLET PROTECTION DEVICES WITH PRIOR APPROVAL OF THE ENGINEER OF RECORD. 3 BLOCK AND GRAVEL DROP INLET PROTECTION r4 C5.1 SCALE: N.T.S. 0000 /NC- SEDMT /NC652AD.DWG C5. Pipe Outlet to Flat Area - No Well- defined Channel 3d0 A _ o EMBANKMENT OF SEDIMENT BASIN Plan n a L I �wav1 aWN .w i A A 12' LENGTH 10' WIDTH 7 MAINTENANCE: INSPECT RIPRAP OUTLET STRUCTURE WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE PIPE CULVERT OUTLET PROTECTION 8A FOR UNDEFINED CHANNEL C5. SCALE: N.T.S. 0000 /NC- SEDMT /NC641C2 PLAN NOTES: 1. APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED, FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE SHALL BE PROVIDED. 2. GRAVEL PAD SHALL BE 12'x50' AND 6" THICK MINIMUM. 3. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS SHALL BE PROVIDED. 4. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. 5. SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOP DRESSING WITH STONE SHALL BE NECESSARY; KEEP EXTRA STONE HANDY. 6. ANY MUD /MATERIAL WHICH STILL MAKES IT ONTO THE ROAD SHALL BE CLEANED UP IMMEDIATELY. TEMPORARY CONSTRUCTION ENTRANCE /EXIT SCALE: N.T.S. A 10 I I CLASS "B" STONE i5.1/ SCALE: N.T.S. 0000 /NC- SEDMT /NC641C2D.DWG 0000 /NC- SEDMT /NC606AD -1.DWG FILTER BLANKET OR WASHED NOTES: SECTION A -A STONE ( #57) SEE APPROPRIATE SCHEDULE FOR DIMENSIONS 1. L IS THE LENGTH OF THE RIPRAP APRON. 2. W IS THE WIDTH OF THE RIPRAP APRON. 3. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER ,;°. °FiL??rc °- BUT NOT LESS THAN 6 ". 4. IN WELL- DEFINED AREAS EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK WHICH EVER IS LESS. 5. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN Best Possible Fall: Aug. 25 -Sept. 15 Aug. 20 -Oct. 25 THE RIPRAP AND SOIL FOUNDATION. SEEDING MIXTURE: PIPE CULVERT OUTLET PROTECTION 8B FOR DEFINED CHANNEL i5.1/ SCALE: N.T.S. 0000 /NC- SEDMT /NC641C2D.DWG 0000 /NC- SEDMT /NC606AD -1.DWG SCALE: N.T.S. N.T.S. device: \ \CRZSVR2 \Canon iR4570 PS3 file name: N: \1613 Sportsplex Fieldhouse \Civil \CAD Files Current \1613 Sportsplex Field Houselfiyi��Rlaam6:ENTY/C��T.dwg date /time printed: 9/29/2017 2:34:46 PM 222 cloister court chapel hill, nc 27514 919.401 .8586 www.cra- ae.com x W z a0 O N L v J W D z 0 = Z 0 Q Q cj:� 0 L J H = no. revisions 17 NCDEQ RESPONSE TO COMMENTS 8/30/17 NCDEQ RESPONSE TO COMMENTS 9/01/17 NCDENR REVISION #3 09/26/17 drawn checked ETS MLH EROSION CONTROL DETAILS sheet C5ml date project no. 09/11/2017 1613 PERMANENT SEEDING FOR GENTLE SLOPES, AVERAGE SOIL; HIGH MAINTENANCE SEEDING MIXTURE SPECIES RATE (lb /acre) STRAP Blend of two turf type tall FLOW fescues (90 %) and two or ,;°. °FiL??rc °- more improved Kentucky bluegrass varieties (10 %) 200 -250 TEMPORARY SEEDING FOR FALL SEEDING DATES Nt PUMP DISCHARGE HOSE 12 IN MIN. TEMPORARY SEEDING FOR SUMMER SEEDING MIXTURE: Best Possible Fall: Aug. 25 -Sept. 15 Aug. 20 -Oct. 25 ULCH, LEAF /WOOD COMPOST, PLAN VIEW wOODCHIPS, SAND. OR STRAW BALES - SEEDING MIXTURE: SPECIES RATE (LB /ACRE) Late Winter: - Feb. 1 -Apr. 15 STRAP SLOPE SPECIES RATE (LB/ACRE) RYE GRAIN 120 For unlit turf avoid spring seeding. Where grading is completed during FLOW 5% MAX. GERMAN MILLET 40 late winter or spring, an alternative is to seed 30 lb/ac Kobe lespedeza, �F SEEDING DATES: keep mowed, prepare seedbed, and seed a permanent mixture in early fall. ELEVATION FILTER BAG IN THE PIEDMONT AND MOUNTAINS, A SMALL - STEMMED SUDANGRASS MAY BE MOUNTAINS; AUG. 15 - DEC. 15 8 IN MIN. SUBSTITUTED AT A RATE OF 50 LB /ACRE PIEDMONT; AUG. 15 - DEC. 30 SOIL AMENDMENTS CONSTRUCTION SPECIFICATIONS COASTAL PLAIN; AUG. 15 - DEC. 30 Apply lime and fertilizer according to soil test, or apply 4,000 lb/acre 1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE. SEEDING DATES: SOIL AMENDMENTS: ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. 2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR MOUNTAINS; MAY 15 - AUG. 15 STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A PIEDMONT; MAY 1 - AUG. 1 FOLLOW SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL MULCH STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG, COASTAL PLAIN; APR. 1 - AUG. 15 LIMESTONE AND 1,000 LB /ACRE 10 -20 -20 FERTILIZER. Apply 4,000 lb /acre small grain straw or equivalent Cover of another Suitable 3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING mulch. Anchor straw by tacking with asphalt applied at ' RATE. SOIL AMENDMENTS: MULCH: netting, or roving or by crimping with a mulch anchoring tool. A disk with 4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR FOLLOW SOIL TESTS OR APPLY 2,000 LB ACRE GROUND AGRICULTURAL LB/ ACRE APPLY 4,000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH blades Set nearly straight Can be used as a mulch anchoring tool. AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END LIMESTONE AND 750 LB /ACRE 10 -20 -20 FERTILIZER. ASPHALT , NETTING, OR A MULCH ANCHORING TOOL. OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG To ORIGINAL CONDITION UPON A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH MAINTENANCE REMOVAL OF THE DEVICE. MULCH: ANCHORING TOOL. Fertilize according to soil tests or apply 40 lb/ac nitrogen in Jan. or Feb., 5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD, SIZE SLEEVE TO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT 40 lb in Sept., and 40 lb in Nov., from a 12 -4 -8, 16 -4 -8, or similar turf P MANUFACTURED FROM A NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL VALUES (MAIN) FOR THE FOLLOWING: , NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH MAINTENANCE: fertilizer. Avoid fertilizer applications during warm weather, as this increases BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH stand losses to disease. Mow to a height of 2.5 -3.5 inches as needed. GRAB TENSILE 250 LB ASTM D -4632 PUNCTURE 150 LB ASTM D -4833 50 LB ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND Reseed, fertilize, and mulch damaged areas immedeately. FLOW RATE 70 CAL/MIN,/FT= ASTM D -4491 -' -1 MAINTENANCE: TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB /ACRE KOBE PERMITTIVITY (sec 1.2 SI=C ASTM D -4491 UV RESISTANCE 70% STRENGTH 0 500 HOURS ASTM D -4355 REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN APPARENT OPENING SIZE (ACS) 0.15 -0.18 MM ASTM D -4751 MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. LATE FEBRUARY OR EARLY MARCH. SEAM STRENGTH 90i6 ASTM D -4632 8. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP 11 TEMPORARY SEEDING FOR SUMMER 12 TEMPORARY SEEDING FOR FALL 13 TABLE 6.11 H SEEDING N 0.3 P CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED. C5.1 SCALE: N.T.S. 0000 /NC -SEDMT /SEEDING- TEMPB.DWG C5.1 SCALE: N.T.S. 0000 /NC -SEDMT /SEEDING- TEMPC.DWG C5.1 SCALE: N.T.S. 0000 /NC -SEDMT /SEEDING- 3P.DWG 14 FILTER BAG SCALE: N.T.S. N.T.S. device: \ \CRZSVR2 \Canon iR4570 PS3 file name: N: \1613 Sportsplex Fieldhouse \Civil \CAD Files Current \1613 Sportsplex Field Houselfiyi��Rlaam6:ENTY/C��T.dwg date /time printed: 9/29/2017 2:34:46 PM 222 cloister court chapel hill, nc 27514 919.401 .8586 www.cra- ae.com x W z a0 O N L v J W D z 0 = Z 0 Q Q cj:� 0 L J H = no. revisions 17 NCDEQ RESPONSE TO COMMENTS 8/30/17 NCDEQ RESPONSE TO COMMENTS 9/01/17 NCDENR REVISION #3 09/26/17 drawn checked ETS MLH EROSION CONTROL DETAILS sheet C5ml date project no. 09/11/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 LVA 'HOG WIRE ATTACHED POSTS WITH LENGTHS OF WIRE nos: 1. USE STAPLES V MART HORIZONTALLY AND VER71CALLY TO ATTACH THE FABRIC TO THE HOG MIRE. 2. SPACE THE BAFFLES ACCORDING TG THE APPROVED PLAN. 3. THE FLOOR OF THE &SIN IN THE OUTLET ZONE AND SSW SHOULD BE SEEDED IMMEDIATELY AFTER THE BASIN IS CONSTRUCTED. PIIREDOSECURELY TO VERTICAL BAFFLE MP.) MET ZONE OF SURFACE FIRST CHAMBER i' M% OF SURFACE AREA SECOND CHAMBER 25X OF SURFACE AREA )NE FACE ARE I 1 BURIED IN TOP OF BAFFLE SHOULD BE 6' BELOW THE TOP OF THE BERM - CONSTRUCTION SPECIFICATION 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE. 2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP. 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS. 4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES. 5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING. 6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES. 7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8 -INCH EROSION CONTROL MATTING STAPLES. 8. DO NOT SPLIC THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. MAINTENANCE 1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. 1 POROUS BAFFLES SCALE: N.T.S. 6,12.2 O In waterways and channels that carry concentrated flow, properly pegged sod is preferable to seed because it provides immediate protection. Drop inlets placed in areas to be grassed can be protected from sediment by placing permanent sod strips around the inlet (Practice 6.53, Sod Drop Inlet Protection). Sod also maintains the necessary grade around the inlet. Because sod is composed of living plants that must receive adequate care, final grading and soil preparation should be completed before sod is delivered. If left rolled or stacked, heat can build up inside the sod, causing severe darnage and loss of costly plant material. Specifications Choosing appropriate types of sod -The type of sod selected should be composed of plants adapted to both the site and the intended purpose. In North Carolina these are limited to Kentucky bluegrass, tall fescue, bluegrass - tall fescue blends, fine -turf (hybrid) Bermudagrass, St. Augustinegrass, centipedegrass, and zoysiagrass. Species selection is primarily determined by region, availability, and intended use (Table 6.12a). Availability varies across the state and from year to year. New varieties are continually being developed and tested. A complete and current listing of sod recommendations can be obtained from suppliers or the State Agricultural Extension office. Sod composed of a mixture of varieties may be preferred becaase of its broader range of adaptability. Table 6.12a Types of sod Available in North Carolina Warm Season Grasses: Varieties Region of Hybrid Bermudagrass Vamont, Tifway, Tifway Adaptation Cool Season Grasses: II & Tifgreen Coastal Plain Kentucky blugrass blend' Emerald, Meyer Mountains Tall fescue blend Adventure, Brookston, Mountains Centipedegrass Falcon, Finelawn, and Piedmont Galway, Houndog, Coastal Plain St. Augustinegrass Jaguar, Olympic, Nebel Piedmont and Tall fescue /Kentucky Mountains bluegrass Agricultural Extension office for recommendations. and Piedmont Warm Season Grasses: 4' min �1 Island over inlet 3-1 1.5' min Hybrid Bermudagrass Vamont, Tifway, Tifway Piedmont and II & Tifgreen Coastal Plain Zoysiagrass Emerald, Meyer Piedmont and Coastal Plain Centipedegrass No improved varieties Piedmont and Coastal Plain St. Augustinegrass Raleigh Piedmont and Coastal Plain 'A large number of varieties exist - consult suppliers and your local Agricultural Extension office for recommendations. LVA To- spacing Plastic o� corrugaled '1 ' i pipe A u- Stabilize outlet+ ll�lllll��ill1= 4 'min ~I level section Figure B.12a Cross seo[oa ®R lemporary slope drain Diversion Dike 4' min �1 Island over inlet 3-1 1.5' min Nn stakes ► =1i �l� llllll�TfT� -tll Inlet _�f1; -tnl Luf "9 Top of hdnC-Led � fill {isfdnOJ Top � w ;•"r t4vfrsion A .. ". 0.5' min NaTW3l A - - A 1.5' mn °111 2 11 11 =Iii I M - rfiarrrel I'6 TEMPORARY SLOPE DRAIN SCALE: N.T.S. MAINTENANCE 1 WEEKLYT AND POR ERYEACOHP SIGNIFICANT LEAST INCH OR GREATER) RAINFALL EVENT. 2. INSPECT HOLD DOWN STAKES AND ENSURE PIPE IS SECURE. ANY DAMAGED OR MISSING STAKES SHALL BE REPLACED. 3. INSPECT OUTLET STABILIZATION ENSURE THAT GRAVEL PAD IS SUFFICIENT TO ATTENUATE VELOCITY AND PREVENT SCOUR. 4. INSPECT DIVERSION DIKE TO TEMPORARY SLOPE RAIN IS NOT BYPASSED. 5. I EROSION OCCURS DUE TO POORLY CONTROLLED D AGE, THE PROBLEM SHALL BE FIXED AND THE D AREA PROTECTED. OVERLAP OR ABUT ROLL EDGE (TYP.)- o��v MAINTENANCE 1. INSPECT LLED EROSION CONTROL PRODUCTS AT LEAST EKLY AND AFTER EACH SIGNIFICANT (1/2 H OR GREATER) RAINFALL EVENT. 6 IN MIN. DEPTH 2. GOO CONTACT WITH THE GROUND MUST BE KEY TRENCHFOR ROLL MAIN AINED, AND EROSION MUST NOT OCCUR END (TYP.) BENE TH THE RECP. 3. ANY REAS OF THE RECP THAT ARE DAMAGED OR N T IN CLOSE CONTACT WITH THE GROUND SHA BE REPAIRED AND STAPLED. 6 IN MIN. OVERLAP �� �j 4. IF OSION OCCURS DUE TO POORLY CONTROLLED AT ROLL END ��� r / D AINAGE, THE PROBLEM SHALL BE FIXED AND (TYP.) (� �....I T ERODED AREA PROTECTED. 5. MO ITOR AND REPAIR THE RECP AS NECESSARY UN IL GROUND COVER IS ESTABLISHED. =_= - ' ' ' ' ' ' ' 6 IN MIN. DEPTH KEY TRENCH ......... FOR UPPER END OF • • .... ; DOWNSLOPE ROLL (TYP.) PREPARED SURFACE WITH ISOMETRIC VIEW SEED IN PLACE CONSTRUCTION SPECIFICATIONS 1. USE MATTING THAT HAS A DESIGN VALUE FOR SHEAR STRESS EQUAL TO OR HIGHER THAN THE SHEAR STRESS DESIGNATED ON APPROVED PLANS. 2. USE TEMPORARY SOIL STABILIZATION MATTING MADE OF DEGRADABLE (LASTS 6 MONTHS MINIMUM) NATURAL FIBERS. MAT MUST HAVE UNIFORM THICKNESS AND DISTRIBUTION OF FIBERS THROUGHOUT AND BE SMOLDER RESISTANT. CHEMICALS USED IN THE MAT MUST BE NON- LEACHING AND NON -TOXIC TO VEGETATION AND SEED GERMINATION AND NON- INJURIOUS TO THE SKIN. IF PRESENT, NETTING MUST NOT CONTAIN ANY PLASTICS WITH A MAXIMUM MESH OPENING OF 2x2 INCHES AND SUFFICIENTLY BONDED OR SEWN ON 2 INCH CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL TO PREVENT SEPARATION OF THE NET FROM THE PARENT MATERIAL. 3. SECURE MATTING USING STEEL STAPLES, WOOD STAKES, OR BIODEGRADABLE EQUIVALENT. STAPLES MUST BE "U" OR "T" SHAPED STEEL WIRE HAVING A MINIMUM GAUGE OF NO. 11 AND NO. 8 RESPECTIVELY. "U" SHAPED STAPLES MUST AVERAGE 1 TO 1Y2 INCHES WIDE AND BE A MINIMUM OF 6 INCHES LONG. "T" SHAPED STAPLES MUST HAVE A MINIMUM 8 INCH MAIN LEG, A MINIMUM 1 INCH SECONDARY LEG, AND A MINIMUM 4 INCH HEAD. WOOD STAKES MUST BE ROUGH -SAWN HARDWOOD, 12 TO 24 INCHES IN LENGTH, 10 INCH IN CROSS SECTION, AND WEDGE SHAPED AT THE BOTTOM. 4. PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREPARATION, AND PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS. PLACE MATTING WITHIN 48 HOURS OF COMPLETING SEEDING OPERATIONS UNLESS END OF WORKDAY STABILIZATION IS SPECIFIED ON THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. 5. UNROLL MATTING IN DIRECTION OF WATER FLOW, CENTERING THE FIRST ROLL ON THE CHANNEL CENTERLINE. WORK FROM CENTER OF CHANNEL OUTWARD WHEN PLACING ROLLS. LAY MAT SMOOTHLY AND FIRMLY ON THE SEEDED SURFACE. AVOID STRETCHING THE MATTING. 6. KEY -IN UPSTREAM END OF EACH MAT ROLL BY DIGGING A 6 INCH (MINIMUM) TRENCH AT THE UPSTREAM END OF THE MATTING, PLACING THE ROLL END IN THE TRENCH, STAPLING THE MAT IN PLACE, REPLACING THE EXCAVATED MATERIAL, AND TAMPING TO SECURE THE MAT END. 7. OVERLAP OR ABUT THE ROLL EDGES PER MANUFACTURER RECOMMENDATIONS. OVERLAP ROLL ENDS BY 6 INCHES (MINIMUM), WITH THE UPSTREAM MAT OVERLAPPING ON TOP OF THE NEXT DOWNSTREAM MAT. 8. STAPLE /STAKE MAT IN A STAGGERED PATTERN ON 4 FOOT (MAXIMUM) CENTERS THROUGHOUT AND 2 FOOT (MAXIMUM) CENTERS ALONG SEAMS, JOINTS, AND ROLL ENDS. 9. ESTABLISH AND MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE CONTINUOUSLY MET IN ACCORDANCE WITH VEGETATIVE STABILIZATION SPECIFICATION. ROLLED EROSION CONTROL PRODUCTS ARE NOT TO CONTAIN ANY TYPE OF PLASTI COMPONENTS, INCLUDING BIODEGRADABLE AND PHOTO- DEGRADABLE PLASTICS. i ROLLED EROSION CONTROL PRODUCTS .55.22 SCALE: N.T.S. Practice Standards an I Specifications Quality of sod -Use only high - quality sod of known genetic origin, free of noxious weeds, disease, and insect problems. It should appear healthy and vigorous, and conform to the following specifications: • Sod should be machine cut at a uniform depth of 1/2 - 2 inches (excluding shoot growth and thatch). - Sod should not have been cut in excessively wet or dry weather. • Sections of sod should be a standard size as determined by the supplier, uniform, and untorn. - Sections of sod should be strong enough to support their own weight, and retain their size and shape when lifted by one end. • Harvest, delivery, and installation of sod should take place within a period of 36 hours. Soil preparation -Test soil to determine the exact requirements for lime and fertilizer. Soil tests may be conducted by the State soil testing lab or a reputable commercial laboratory. Information on free soil testing is available from the Agronomic Division of the North Carolina Department of Agriculture or the Agricultural Extension Service. Where sodding must be planned without soil tests the following soil amendments may be sufficient: • Pulverized agricultural limestone at a rate of 2 tons /acre (100 lb/1,000 ft') • Fertilizer at a rate of 1,000 lb /acre (25 lb/1,000 ft') of 10 -10 -10 in fall or 5 -10 -10 in spring. Equivalent nutrients may be applied with other fertilizer formulations. These amendments should be spread evenly over the area, and incorporated into the top 4 -8 inches of soil by disking, harrowing, or other effective means. If topsoil is applied, follow specifications given in Practice 6.04, Top.soiliing. Prior to laying sod, clear the soil surface of trash, debris, roots, branches, stones, and clods larger than 2 inches in diameter. Fill or level low spots in order to avoid standing water. Rake or harrow the site to achieve a smooth and level final grade. Complete soil preparation by rolling or cultipacking to firm the soil. Avoid using heavy equipment on the area, particularly when the soil is wet, as this may cause excessive compaction, and make it difficult for the sod to take root. Sod installation -A step -by -step procedure for installing sod is illustrated in Figure 6.12a and described below. 1. Moistening the sod after it is unrolled helps maintain its viability. Store it in the shade during installation. 2. Rake the soil surface to break the crust just before laying sod. During the summer, lightly irrigate the soil, immediately before laying the sod to cool the soil, reduce root burning, and dieback. 6.12.3 ...r.... --..�. �....- ....._.. �_ C Lay sod in a staggered pattern with strips butted tightly against each other. A sharpened mason's trowel can be used to tuck down the ends and trim pieces. orrect Butting - angled ends caused by the automatic sod cutting must be matched correctly. Incorrect 11� I r �e. `" .� _ ,•� .. +ti..�y..u.. ; elf. � '• -� •,. • +. Roll sod immediately to Water to a depth of 4 " Mow when the sod is es- achieve firm contact as soon as the sod is tablished (2 -3 wks). Set with the soil. laid, and continue the mower high (2 -3 "). watering as needed. Figure 6.12a Proper installation of grass sod (modified from Va SWCC). 6.12.4 3. Do not sod on gravel, frozen soils, or soils that have been treated recently with sterilants or herbicides. 4. Lay the first row of sod in a straight line with subsequent rows placed paralled to and butting tightly against each other. Stagger strips in a brick -like pattern. Be sure that the sod is not streached or overlapped and that all joints are butted tightly to prevent voids. Use a knife or sharp spade to trim and fit irregularly shaped areas. S. Install strips of sod with their longest dimension perpendicular to the slope. On slopes 3:1 or greater, or wherever erosion may be a problem, secure sod with pegs or staples. 6. As sodding of clearly defined areas is completed, roll sod to provide firm contact between roots and soil. 7. After rolling, irrigate until the soil is wet 4 inches below the sod. Practice Standards and Specifications 8. Keep sodded areas moist to a depth of 4 inches until the grass takes root. This can be determined by gently tugging on the sod - resistance indicates that rooting has occurred. 9. Mowing should not be attempted until the sod is firmly rooted, usually 2 -3 weeks. Sodded waterways -Sod provides a resilient channel lining, providing immediate protection from concentrated runoff and eliminating the need for installing mats or mulch. The following points apply to the use of sod in waterways: 1. Prepare the soil as described in Practice 6.30, Grass -lined Channels. The sod type must be able to withstand the velocity of flow specified in the channel design (Appendix 8.05). 2. Lay sod strips perpendicular to the direction of flow, with the lateral _joints staggered in a brick -like pattern. Edges should butt tightly together (Figure 6.12b). Flow Lay sod across the direction of flow. Use pegs or stables to fasten sod firmly at the ends of strips and in the center, or every 3 -4' if the strips are long. When ready to mow, drive pegs or staples flush with the ground. awawwwuwsrww w i � _ -� �wCRAill�fi4#aJ -��� .as+.aa■shiga /�=w►. Figure 6.12b Installation of sod in waterways (modified from Va SwCC). T L' -10" 1r Peg or .staple , s In critical areas, secure sod with netting and staples. 6.12.5 Maintenance After the first week, water as necessary to maintain adequate moisture in the root zone and prevent dormancy of the sod. Do not remove more than one -third of the shoot in any mowing. Grass height should be maintained between 2 and 3 inches unless otherwise specified. After the first growing season, established sod requires fertilization, and may also require lime. Follow soil test recommendations when possible, or use the rates in Table 6.12b. LVA device: \ \CRZSVR2 \Canon iR4570 P53 file name: N: \1613 Sportsplex Fieldhouse \Civil \CAD Files Current \1613 Sportsplex Field House16y4 .aLfflaam€,EIW€YJC�4#T.dwg date /time printed: 9/29/2017 2:41 :49 PM 222 cloister court chapel hill, nc 27514 919.401.8586 www.cra- ae.com X W z mi am O Lu W V) v =j � z O ` Z o Q Q ck� O IIIIIIIIIIII� � m LLJ J J_ H = no. revisions NCDEQ RESPONSE TO COMMENTS 8/30/17 NCDEQ RESPONSE TO COMMENTS 9/01/17 3 NCDENR REVISI ❑N #3 09/26/17 drawn checked ETS MLH EROSION CONTROL DETAILS sheet C5m2 date project no. 09/11/2017 1613 DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 Tam Grantham, LC, CEM /" Project Tom. Grantham@duke- energy.tam DUKE Business Development Sates Manager ENERGY, OP 4601 Corporate Dr. NW. #105 1613 Sportsplex Field House Concord NC v 704 519 6702 Mobile �� I Date:9f1412017 Page 1 Of 3 O Luminaire Schedule Symbol oty Label Description I Arrangement Lumens LLF oQ 7 220 LED Sh GAN- AE -04- LED -U -T4W SINGLE N.A. 0.850 0.1 0.1 / I( oo 2 70 watt LE ATB0 208 LED EI O XXXX BINGLE N.A. 0.850 3 220 LED Sh GAN- AE -04- LED -U -T4W BACK -BACK N.A. 0.850 0.1 0.1 0.1 0.2 0.2 0.2 0.2 +.2 0. 0.3 0.3 0.3 0.2 Luminaire Location Summa UserField5 Label X Y Mounting Height Orient Tilt 220 LED Shoebox 1977733,i 841243.8 25 165.651 0 MARK 220 LED Shoebox 1977757.1 84133422-5 VOLT. 164.805 0 BALLAST TYPE 220 LED Shoebox 1977772.1 841402.5 25 161.02 0 A 220 LED Shoebox 220 LED Shoebox 1977681:, 84147112 1977551. 841506.0 25 25 267.493 0 - 253.009 0 2'X4' LED LENSED TROFFER 7k�k 220 LED Shoebox 1977428. 8415528.7 25 281.859 0 - 220 LED Shoebox 1977432. 841274.5 25 254.115 0 120 220 LED Shoebox dbl 1977396.1 841336.8 1977419: 841496 3 1977428. 841475,2 25 76.409 0 INDUSTRIAL HIGH BAIT LED LIGHT FIXTURE 220 LED Shoebox dbl 220 LED Shoebox dbl 25 25 75.318 0 - 78.245 0 - 70 watt LED Area 1977672.; 841150.8 20 142.288 1 0 120 70 watt LED Area 1977576: 841210,31 20 251.724 1 0 Project 11613 Sportsplex Field House Date :9114/2017 Tam Grantham, LC, CEM DUKE Tom.Grantilam duke- energy.conn ��E Business Development Sales Manager ENERGY. 4601 Corporate Dr. NW. #105 Concord NC 704 519 6702 Mobile 1_27 9.1 0.0 N.A. Statistical Area Summary Label I Avg Max _Min Avg/Min Max/Min Parking 1 3.73 9.1 0.9 4.14 10.11 Parking 2 2.76 4.4 1.7 1.62 _ 2.59 LPD Area Summary I Label I Area Total Watts -LPD Page 2 of Ld! SportsPlex E2A LIGHTING SCHEDULE MARK MANUFACTURER CATALOG NQ. VOLT. LAMPS Meal mounting arm. feature BALLAST TYPE W/ FIX TURE REMARKS 0. TYPE W A LITHONIA 2GTL4- 440OLM -LP840 120 - LED - - 39 2'X4' LED LENSED TROFFER 7k�k AE LITHONIA 2GTL4- 4400LM- EL14L -LP840 120 - LED - - 39 2'X4' LED LENSED TROFFER, EMERGENCY BALLAST B LITHONIA IBGN- 1800LM -SEF- AFL - GND- MVOLT- OZ10 -50K 120 - LED - - 97 INDUSTRIAL HIGH BAIT LED LIGHT FIXTURE BE LITHONIA IBGN- 180OLM- SEF - AFL - GND - MVOLT- OZ10 -50K 120 - LED - - 97 INDUSTRIAL HIGH BAY LED LIGHT FIXTURE. EMERGENCY BALLAST �k�k C LITHONIA 6BP -MW- LED- 30K -9OCRI 120 - LED - - 20 6" RECESSED CAN DOWN LIGHT. DIMMABLE D LITHONIA Z- 2- 32- MVOLT- GEB101S 120 2 T8 32 EB 64 4' UTILITY STRIP LIGHT FIXTURE. WARE GUARD E LITHONIA WST- LED- P2- 40K- VW- MVOLT- E7WC -DDBXD 120 - LED - 20 EXTERIOR NORMAL /EMERGENCY LED LIGHT FIXTURE LITHONIA ELM6 -LED -W 120 - LED - - - EMERGENCY LIGHT REV LITHONIA EXR -LED 120 - LED - - -__]EXIT LIGHT; EMERGENCY BATTERY aaT LITHONIA ECR- LED -M8 120 -- I LED - - COMBINATION EMERGENCY/EXIT LIGHT, RED 0°0. E-4X I T11 0. 0.5 0.5 0.5 0.4 0.3 0.2 0.2 + 1 0.2 \ a O 0.3 0.5 0.6 .7 0.9- 1.0 1.1 1.0 0.7 0. 0.7 0.8 0.6 0. 0.2 0.2 0.2 3 .5 0.7 1.0 1 .2 1.5 2.0 3.0 2.5 2.3 2. 2.8 2.1 1.3 0.8 0.5 .3 0.3 0.3 0. 0.3 0.2 0.2 R 0.8 .3 2.1 3.0 3.5 4.2 3.2 2.4 1.9 1.6 1. 0.9 0.6 0.6 0.7 0.6 0.5 0.3 0.2 0.1 0.1 3 (,/ G 220 LED Sho box 2.3 3 4.0 3.9 4.3 4.MH :4.2 5 3.8 +.5 3.1 2.8 2.6 +. + 2.8 2.3 1.6 1.7 1.7 0.8 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 1.5 + .5 3.9 4.1 5 + .4 3.4 3.1 2.9 2.7 2.5 2.5 2.4 + . + 2.8 1.7 1.1 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.2 + 420.2 / + + + + + + + + + + + + + + + 2 2 +0 + box + + + + + + + + + + + + + + 1.8 3.1 .4 4.7 5.7 6.6 6.7 5.7 4.7 3.7 3. 2.7 2 4 2.2 2.2 2.2 3.0 MH �9 2 �.l 1.4 0.6 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.3 0.3 0.2 0.2 _\ + + + + + + + + + + + + + + + .1 3.8 5.9 6.8 6.4 7.4 6.6 4.5 3.9 3.1 2. .3 2.9 3.0 -_3 2.0 2.0 2.1 1.8 1.0 0.2 0.3 0.4 0.6 0.9 � ± A1RkA =6:681 p��F' cS3 0.3 .4 0.4 0.4 Q% Illuminance (Fc) 1.1 + 1 3. 5.1 Average = 3.73 1.3 + .3 4.0 Maximum = 9.1 1.4 + . 4.0 4.2 Minimum = 0.9 Avg /Min Ratio - 4.14 1.6 .1 5.0 t .5 Max /Min Ratio - 10 j 1.5 2 3.2 4. DESCRIPTION Tha..saatam6lho -w, Spa its Floodlight fee tuwas Industry leading computer designed he mmntal optics with opdonai Internal glarelepill light comco1. and ts,he pe fact choice fo both amM-16eld lighling and profeasiorwl sports sladiu nd arena. 114 Usted Tor wet location. CSA coniflod. Ralod for 651 C Indoor ambWnt tomparaturo onvimnmor,ts. Parks and recreation Mold lighlI119, high school and collage sports facHilies. and pmfesslonal spa its sladlums and aronas Including cob rTV hroadcmting. $FECIFICATION FEATURES C n lructl.n T.Ieh•d in corra[ fan resistant opi lal inw,nal glawspiil light VERTICAL FINED AIMING: Stainless whHa polyww powd or coat, cans ro - I tw"ws law maximum Meal mounting arm. feature Trans- ...Min g wilh caln in lighting omml withoul unwanted pa. le ..ti I elming pivot halts. h immeI Gowning prolrector and glare and light trespass. Herimnlal and wear ra•lamping hinge balls single bolt ono ti.0, RALLhST apac. faaw .laniard HT58 pre-I mia aI iN and p avid, COMPARTMENT. Isolated mogul hwe lamps for safe, rolleble permanent flx ad siming -Aiming compon,rnta to coolest component opera Hon. dogma markers or, both sides of operation and extended CD the optical allow Sur easy p e- component IHa. Ballast is ralod to D aiming an do ground or after titan and operate lamp In emblem drawn checked Installation- LENS/DOOR FRAME: temperatures down to •20 ' C. 1? DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 11-1 Z2X BALL WIDTH Tree Detail Scale: N.T.S. JEVER CUT A LEADER 'H I N CANOPY BY 1/3 - 1/2, 1AINTAIN NATURAL SHAPE VIBE TO STAKES ENCLOSED J RUBBER HOSE " SQUARE OR ROUND, 8' LONG SOUND VOOD STAKES SPACED EQUALLY. REQUIRED 'REE SHALL BEAR SAME RELATION 'O FINISH GRADE AS GROWN Naturalized planting " MULCH LAYER for tree canopy )AUCER WATERING RING ( 3) - Eastern Red Cedar 1EMOVE TOP 1/3 OF BURLAP Juniperus virginiana 'LANTING MIX OOSEN SUBSOIL & MOUND UP (4) - Loblolly Pine JNDERNEATH ROOT BALL Pinus taeda `z r Parking lot shade tree for tree canopy 4 - Pin Oak Quercus p alustris SITE BENCHMARK MANHOLE RIM PRUNE BY 1/5, MAINTAIN � NATURAL FORM ELEV= 696.25 N 1 E 35.54 DLANT SHALL BEAR SAME RELATION 1M 5 608.50 /N (SE) TO FINISH GRADE AS GROWN our = 603.90 (SW) ?" MULCH LAYER C% REMOVE TOP 1/3 OF BURLAP SAUCER WATERING RING CO 8� 0) 'LANTING MIX _OOSEN SUBSOIL & MOUND UP O JNDERNEATH ROOT BALL Q 601, 1 -1 /2X BALL WIDTH P Q \� London London Plane _ Shrub Detail /\ - Plane O ! / V rn 0 N.T.S. 50' J 8 \1 0 . ,w a 0 0 0° o ° �o (y) N ° cA v do 0 °0 cp ° 0 0 o , 0 London Plane R /M= 612.30 1N= 600.18 (Nth our= 600.08 W) Y �\ _ I N 51'4, 4 " W 1,114' • INIMM WR I a 0341. ft- ` � 10-0-m • ♦ — -- I� :,i It •�> ./I Q�;.`. FA WJ 1 .I,W! l I I I • • q3� j l� fir- -• �1: ` /v \ �, ' r 1 - ��" � � • � ` "- = %l I •� ��A :• :jib ��1 ��� ::: � � •� � � v -v • I " j j • ��i: %i;:���i � � � • • 11 • • • � • • � ° 1 o Lj 1 I l s � • / /l1� ,/ • • I • !1 Y'i- �� � 1 . •,� P ���iS�i �1 / I to • '�`,. ylf "1� r 11' Hill " I�' � a����.� .y - ll /1� /� �i�'iiiiii/ / / //! ���� • I l \_ � �r� '1► ��, -A �'i �V / ��� l� , s i . FFER \ 20 FT. MIN. WIDTH !ice ,q • : e • • - 1 , ► • / • / _ Ill • - - � I I� �I r I • - `\ y � 11 •� = ii41j Aftft Parking lot shade tree \\ ♦ - -- FFE= 619.03 / FFE= 616.88 4 L!i�. = \ for tree canopy I _ _ ° LIMITS OF � Naturalized pond edge 8 - Pin Oak I q °° � ° �. �•�, .� , �� DI T RBAN E planting for tree canopy Quercus palustris 5 -Bald Cypress 1 Taxodium distichum ( 12) - River Birch . ra LIMITS OF Betula ni g DISTURBANCE ORANGE COUNTY SPORTSPLEX Overall Campus PLANT LIST Qty. Botanical Name Common Name Planted Size Mature Height (ft) Mature Spread (ft) Evergreen/ Deciduous TRC RESUBMITTAL 10/4/17 TRC RESUBMITTAL 10/23/17 TREES TRC RESUBMITTAL #5 11/13/17 ADD ADDT'L TREES 3 Acer rubrum Red Maple 2 -1/2" cal 40 -60 25-45 Deciduous 26 Betula nigra River Birch 2 -1/2" cal 40 -70 44 -60 Deciduous 25 Cercis canadensis Red Bud 5 -6' ht 15 -30 15 -25 Deciduous 6 Cryptomeria japonica Japanese Cedar 8 -10' ht 50 -60 25 -30 Evergreen 8 Juniperus virginiana Eastern Red Cedar 5 -6' ht 30 -40 10 -20 Evergreen 26 Pinus taeda Loblolly Pine 6' ht 50 -80 20 -30 Evergreen 13 Quercus palustris Pin Oak 2 -1/2" cal +60 -80 30 -40 Deciduous 4 Quercus phellos Willow Oak 2 -1/2" cal 60 -80 30-40 Deciduous 23 Taxodium distichum Bald Cypress 8 -10' ht 50 -60 25 -30 Deciduous 6 alt I .oft: Clyptomeria japonica Japanese Cedar 8 -10' ht 50 -60 1 25 -30 1 Ever seen 602 7 °24 � -3 610 \'I r --- I '__\ N 1 r_\ '\V, \ �Y J �L MAI c'. • • 0 Naturalized pond edge planting for tree canopy ( 5) - Eastern Red Cedar Juniperus virginiana 16 - Lobloll Pine . 012 "GUM L';mm ON I \ �6�6 Pinus taeda o12 "GUM 604 6 -Bald Cypress ' c UM Taxodium distichum \ ( 14) - River 12rELMi d Birch " "GO'�.04 "cUM Betula nigra PLE 600 "MAPLE 12 / 12 "GUM 0 0 , h 46 � 0 � ,7 55 82 N 85 35'53" W \ 012^Ac \\ Red Cedar 00 TREE PLANTING NOTES STAKING: TREES WILL BECOME STRONGER FASTER WHEN THE TOP 2/3 OF THE TREE IS FREE TO SWAY. TIE THE TRUNK LOOSELY WITH WIDE STRIPS OF RUBBER OR CLOTH ABOUT 1/3 UP THE TRUNK AND TIE TO THREE STAKES POSITIONED EVENLY AROUND THE TRUNK. STAKES SHOULD BE DRIVEN DEEPLY INTO THE GROUND TO PREVENT DISLODGING. CHECK AT LEAST EVERY THREE MONTHS FOR BINDING OR OTHER PROBLEMS. STAKES AND TIES SHOULD BE REMOVED SIX MONTHS TO ONE YEAR AFTER PLANTING. WRAPPING: WRAP ONLY THIN BARKED TREES IF THEY HAVE BEEN MOVED FROM SHADE TO WHERE THE TRUNK IS EXPOSED TO DIRECT SUNLIGHT DURING THE DAY. WRAPPING SHOULD BEGIN AT THE BOTTOM AND WORK UP. WRAPPING MATERIAL SHOULD NOT TRAP OR HOLD WATER. ALL TREES WHICH ARE SMOOTH BARKED AT THE TIME OF PLANTING AND HAVE MORE THAN 2' OF CLEAR TRUNK SHALL BE WRAPPED. ALL TREE WRAPPING SHALL EXTEND FROM THE TOP OF THE BACKFILL TO THE LOWERMOST TREE BRANCHES. PRUNING: CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT THIS TIME. ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING PURPOSES. PLANTING: ALL SYNTHETIC MATERIALS SHOULD BE REMOVED FROM THE ROOTS, TRUNK OR CROWN OF THE PLANT. THE ROOT BALL MEDIUM SHOULD BE SHAKEN GENTLY FROM THE ROOT BALL IF IT IS A SOILLESS MIXTURE. LOOSEN AND SPREAD THE ROOTS IN THE PLANTING HOLE. DAMAGED ROOTS AND ROOTS WHICH ENCIRCLE THE TRUNK SHOULD BE CLEANLY PRUNED. SET THE PLANT SO THAT IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVE THE EXISTING GRADE. BACKFILL WITH SOIL FROM THE HOLE. REMOVE BURLAP FROM TOP OF ROOT BALL BEFORE BACKFILLING AROUND BALL IS COMPLETED. TAMP AND WATER THE SOIL TO PREVENT AIR POCKETS. DO NOT AMEND THE SOIL AT THIS TIME EXCEPT TO ADJUST THE PH. WATERING: THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANT MATERIAL SHOULD BE WATERED AS BACKFILLING IS DONE SO THAT THE SOIL AND ROOTS ARE THOROUGHLY SOAKED SCALE: 1" = 40' -0" 40 20 0 40 80 222 cloister coL,rt chapel hill, nc 2 -514 919.40'.0"3586 www.cra- ae.com S W A N S 0 N andASSOCIATES P.A. LANDSCAPE ARCHITECTURE 100 E. Carr Street Carrboro, NC 27510 Ph. (919) 929 -9000 Fax (919) 929 -1500 info@swansoniandscapearchitecture.com ``��,IIIIIIIIIii i \'pNDSCgp�.9 ' 461 • O \ 1// 'D T SW\\'\\ \ \\ •••Qf, ARCH 1•r�;c. -7 i = C -168 A: _ o• ZJ, •.mss y .. ASso Z 0 >= p Z 0 � Q UXV)z W ::D mmi CL 0 Z� 0 (n = o Z�� � Q o QJ� w J ot I s no. revisions 1 TOWN OF HILLSBOROUGH RESPONSE 09/11/17 TRC RESUBMITTAL 10/4/17 TRC RESUBMITTAL 10/23/17 4 TRC RESUBMITTAL #5 11/13/17 ADD ADDT'L TREES 5 FOR TREE COVERAGE 11/20/17 6 TRC RESUBMITTAL #6 12/14/17 drawn checked DTS MLH LANDSCAPE PLAN sheet Ll ■ date project no. 10/4/2017 1613 device: \ \CRZSVR2 \Canon iR4570 PS3 file name:W: \Projects \Orange County Sportsplex Hillsborough \Progress \Design p maKWP e \1613 Sportsplex FiettSbtWtireELpridl b8V2f lZA@'M:3 ,2- A5A17.dwg DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8 ��="� 0 ► \ Parking lot Shade Tree Maple (deciduous, medium height) a Map/ o (3) - Red Maple 0 P � C O Acer rubrum M le o ` ,, S Native Evergreen screening tree Ma p lei %� (8) - Red Cedar 14 00 • Juniperus • r Evergreen, large shrub o `� ,,. r �,, O • . E4P m llex'Nellie Stevens' Shade Tree (deciduous, large height) .. 1_ i• • r 1, ` is �. -' �✓ ` � r/r - f,�_� �' � a -� � � S� !' . _ � , I � �r� e'IS -= � tR� �• - -•�1� \\ x,11 ���� C I � . - • -- • -• - • - - _ -- per_ �� . i Lawn Seeding JJ / Fescue ORANGE COUNTY SPORTSPLEX PLANT LIST for area around Field House Addition Qty. Botanical Name Common Name Planted Size Mature Height (ft) Mature Spread (ft) Evergreen/ Deciduous TREES 12 Acer rubrum Red Maple 2 -1/2° cal 40 -60 25 -45 Deciduous 3 Betula nigra River Birch 2 -1/2° cal 40 -70 40 -60 Deciduous 3 Cercis canadensis Red Bud 5 -6' ht 15 -30 15 -25 Deciduous 3 Cryptomena japonica Japanese Cedar 8 -10' ht 50 -60 25 -30 Evergreen 14 Ilex x "Nellie R. Stevens " Nellie Stevens Holly 11 30 -40 10 -15 Evergreen 15 Juniperus virginiana Eastern Red Cedar 5 -6' ht 30 -40 10 -20 Evergreen 2 Lagerstroemia x faurei "Natchez" Natchez White Crape Myrtle 5-6' ht 8 -30 6 -15 Deciduous 1 Magnolia grandiflora Southern Magnolia $ -10 ht 40 -$0 30 -40 Evergreen 5 Pistacia chinensis Chinese Pistache 2 -1/2° cal 25 -40 25 -35 Deciduous 3 Quercus phellos Willow Oak 2 -1/2" cal 60 -80 30 -40 Deciduous 2 Ulmus parviflora Lacebark Elm 2 -1/2" cal 40 -50 40 -50 Deciduous SHRUBS 4 Abelia x grand flora GlossyAbelia 3 gal 3 -6 3 -6 Evergreen 3 Ilex crenata "Steed's" Steed's Holly 5 gal, 30 -36" ht 3 -4 3 -4 Evergreen 25 Ilex vomitoria "nana" Dwarf Yaupon Holly 3 gal, 24 -30" ht 3 -5 3 -6 Evergreen 6 Ilex x attenuata "Fosteri" Foster's Holly 15 gal, 5 -6' ht full 20 -30 7 -10 Evergreen 9 Illicium anisatum Japanese Anisetree 3 gal, 24 -30" ht 6 -10 4 -6 Evergreen 11 Juniperus virginiana "Grey OwIl" Grey owl Juniper 3 gal, 24 -30" ht 2 -3 4 -6 Evergreen 7 Loropetalum chinensis "Pizazz" Loropetalum 7 gal, 36" ht min 6 -10 6 -10 Evergreen 28 Myrica cerifera Wax Myrtle 5 gal, 30'36 " ht 10 -15 8 -10 Evergreen 3 Usmanthus fragrans (or x fortunei) Qsmanthus 7 gal, 36" ht min 10 -20 10 -14 Evergreen 17 Ternstromia gymnathera Ternstromia (Cleyera) 30 -36 " ht 8 -10 5 -6 Evergreen 12 Vi b urn um awabuki "Chindo" Chindo Viburnum 15 gal, 34 ht 10 -15 15 Evergreen V � 1� • vim• .�1 � (� -- .. �� Ili � /,���� 1 '�h 1 • • • •- 1 • •i �••••• 1 .may -- MM err ������ � � � ►�•�•�•��•�••������ �a � /�,.. �� �,� _ �1✓ � � ' � AILWAIII J8 GUM III ��'� l 1 iii i��i � � `�/ `� ��`�� / ®r '-� ��� - • - . - - �� - - - in UM Va IN I • • • r� Ir /li►� `+ MN 0 11 r MOM ••••••••/ ���`1 It ate.. r 11 24 OA i AM •••••ice ��.._�� ����,•: ••b!i�•�:- jai , .`'�� • �� �• � °� ,., . r • • • " • " • •�•�•�i�i�i X11 �'� `.t�' - X17 �� '� •.� I'll - - - IF SENIOR CEN 1 • • • - - • - - �• / ' Niel +� ` / ,9 • ` � - , ADDITION L 619,09 - 619. 0 i I F�� z L. P. 0 U screening v er p an ings wi mee e Evergreen Screening shrub requirements of the 'Type 8' Buffer by to screen dumpsters providing a visual barrier from the ground (8) - Ternstromia (Cleyera) to a height of 6 ft, and intermittent visual <51 Ternstromia gymnanthera obstruction to a height of at least 20 ft. �O and also deter pedestrian access. Understory Tree for buffer (3) - Red Bud Cercis canadensis 222 cloister court chapel hill, nc 27514 919.401.8586 www.cra- ae.com S W A N S 0 N andASSOCIATES P.A. LANDSCAPE ARCHITECTURE 100 E. Carr Street Carrboro, NC 27510 Ph. (919) 929 -9000 Fax (919) 929 -1500 inyo@swansoniandscapearchitecture.com � .•�PNDS�,gpF y 461 - y Nove �p�eNPCA.ROIi,/,9 ; o C -168 A: _ A 'SOU` P``��� ` Z 0 >n 0 D 0 w X (/) U V W = z J W = 0 D = p Z 0� �Qo Q DC � m U) 0 W J 0 v) LL _ no. revisions 1 TOWN OF HILLSBOROUGH RESPONSE 09/11/17 17 TRC RESUBMITTAL 10/4/17 ITTRC RESUBMITTAL 10/23/17 4 TRIO RESUBMITTAL #5 11/13/17 5 ADD ADDT'L TREES FOR TREE COVERAGE 11/20/17 6 TRC RESUBMITTAL #6 12/14/17 drawn checked DTS MLH ENLARGED LANDSCAPE PLAN sheet Ll ■ date project no. 10/4/2017 1613 device: \ \CRZSVR2 \Canon iR4570 PS3 file name: W: \Projects \Orange County Sportsplex Hillsborough \Progress \Design Deye(d a \1613 Sportsplex FieGbdho4ti wild; vfd4eWdWA201,7AME1361221ghll7.dwg