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HomeMy WebLinkAbout2021-016-E AMS-ASJ Wilson Construction LLC BOE site improvements DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B [Departmental Use Only] TITLE Bid No 367-005302: Board of Elections Storm water improvements FY 2020-2021 NORTH CAROLINA CONSTRUCTION AGREEMENT UNDER $250,000.00 ORANGE COUNTY THIS CONSTRUCTION AGREEMENT (hereinafter called "Agreement"), made as of the 18th day of January, 2021, by and between ASJ Wilson Construction, LLC, (hereinafter called the "Contractor"), and Orange County, a political subdivision of the State of North Carolina, (hereinafter called the "County," "Orange County," or"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 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 Summit Design and Engineering Services (Sheet C-1, C-2, C-3, D-1, D-2 dated September 4, 2020, and Addendum#1 dated December 18, 2020) b. Written specifications prepared by the project engineer. c. ASJ Wilson Construction, LLC proposal dated December 29, 2020 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 07/20 1 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 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 March 19, 2021. 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 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. e. If activities related to the performance of this Agreement require specific licenses, Revised 07/20 2 DocuSign Envelope ID:070B6BC7-CDE2-4A08-BE62-07FA6BFD053B certifications, or related credentials Contractor represents that it 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. f. 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 Subcontractor(s) in the performance of the Work including all of Owner's property in Contractor's care, custody, or control, and all such property while it is in transit. g. The Contractor is solely responsible for obtaining all permits necessary to complete the Work in compliance with all local, state, and federal laws. 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 Thirty Thousand, Nine Hundred Thirty Five Dollars ($130,935.00). 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 320 Executive Court, 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 (as determined by the County) 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. Revised 07/20 3 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 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 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 jlqp://www.oranaecountync.gov/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. To the extent authorized by North Carolina law 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. It is the intent of this section that the Contractor shall indemnify the County to the maximum extent allowed by law. 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 Revised 07/20 4 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 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 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 hqp://www.oran eg couni nc. ova/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. c. 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. Revised 07/20 5 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 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. c. In the event of a change in the Owner's statutory authority, mandate or mandated functions, by state 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: Contractor: Orange County ASJ Wilson Construction, LLC Attn: AMS Attn: Josephus Wilson P.O. Box 8181 415 Pisgah Church Road, PMB 128 Hillsborough,NC 27278 Greensboro,NC 27455-2590 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 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 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 Revised 07/20 6 DocuSign Envelope ID:070B6BC7-CDE2-4A08-BE62-07FA6BFD053B 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. 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. i. The County has designated(Angel Barnes)to act as the County's representative with respect to the Work and shall have the authority to render decisions within guidelines established by the County Manager or the County Board of Commissioners and shall be available during working hours as often as may be reasonably required to render decisions and to furnish information. j. 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.oran eg cogq,Mc• ov�/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. k. 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 I I A and Article 40 of North Carolina General Statute Chapter 66. 1. In the event of a breach by Contractor Owner has sole authority to determine the reasonableness of Contractor's actions to remedy such breach or complete the performance of its obligations. in. Upon request of the Owner, the Contractor shall submit to County all relevant documentation, including but not limited to,job cost records, to support its claims for final compensation and if such request is made final compensation shall not be due until all relevant documentation is received, reviewed, and approved by Owner. Revised 07/20 7 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 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. If the Contract Documents do not otherwise address liquidated damages, such damages shall be in the amount of five hundred dollars ($500.00)per day. 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 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 Revised 07/20 8 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 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. d. Either party may terminate this Agreement upon notice to the other party that obligations pursuant to this Agreement are made impossible due to declarations of emergency by Orange County or by North Carolina due to events directly impacting Orange County. Both parties shall remain responsible for all payment and performance due up to the receipt of such notice, but shall have no further obligation or responsibility beyond that date provided the terminating party has taken all reasonable steps to complete the performance of its obligations. 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. 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 CONTRACTOR �20 Sig—by- D 59 tlbY: LbbLWAl,(fiaM,x�uvY(.u.� 111212021 �'uli( w 111212021 '"' BE9E4vB4i EiR10.0... Signature Signature County Manager J02 Wilson Manager Printed Name and Title Revised 07/20 9 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B ORANGE COUNTY—DEPARTMENT USE ONLY Party/Vendor Name: ASJ Wilson Construction, LLC Party/Vendor Contact Person: Josephus Wilson Contact Phone: 336.272.7122 Party/Vendor Address: 415 Pisgah Church Road, PMB 128 City Greensboro State: NC Zip: 27455 Department: AMS Amount: $130,935.00 Purpose: Board of Elections Site Improvements Budget Code(s): 61370035- 880000-10008 Vendor#66963 (N/A if new vendor) Vendor is a BOCC consultant? Yes ❑No® Contract Type: (Check one)New® Renewal ❑ Amendment ❑ Effective Date 1/18/2021 Approved by Board Yes❑No® Agenda Date: This agreement is approved as to technical form and content and I as Department Director affirmatively state work on this project has not been initiated prior to execution of the agreement: D s'g a by: Department Director's Signature Sf arud# 1/12/2021 �� Date: Agreements for emergency services or repair are not subject to the above affirmation. If services related to this agreement have already begun or been completed please briefly describe the nature of the emergency condition that was addressed: N/A Risk Management This agreement is approved for sufficiency of insurance standards, specifications,and requirements: Docos�gnea by: Office of the Risk Management Officer 'Usa(,anu$e Date: 1/12/2021 ]FDCFgt]BBDD69g.. Financial Services 1Ds This instrument has been pre-audited in the manner required by the Local Government Budget and Fiscal Control Act: P( 0 Sig—by: Office of the Chief Financial Officer 0" `" Date:1/1z/zozl C Legal Services This agreement is approved as to legal form and sufficiency: D 5'g a by: Office of the County Attorney ;,kniv, Date 1/12/2021 Clerk to the Board Received for record retention: All Docusign contracts must be copied to the Clerk upon completion: occlerkdocs@orangecountync.gov The following signature block is for hard copies only and is not required for Docusign contracts: Office of the Clerk to the Board Date: Revised 07/20 10 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B DATE(MM/DD/YYYY) A�" CERTIFICATE OF LIABILITY INSURANCE 01/06/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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). PRODUCER CONTACT Jen Shon NAME: Pelnik Insurance PHONE (g19)459-8000 FAX (866)714-3576 A/C No Ext: A/C,No): 100 Ridgeview Drive E-MAIL Jen.Shon@pelnik.com ADDRESS: Suite 100 INSURER(S)AFFORDING COVERAGE NAIC# Cary NC 27511 INSURERA: West Bend Mutual Ins Co 15350 INSURED INSURER B: ASJ Wilson Construction LLC INSURER C: 415 Pisgah Church Rd INSURER D: PMB 128 INSURER E: Greensboro NC 27455 INSURER F: COVERAGES CERTIFICATE NUMBER: CL211620837 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDLSUBR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR PRIM SES Ea :NcE ence $ 300,000 MED EXP(Any one person) $ 5,000 A A826708 01/06/2021 01/06/2022 PERSONAL&ADV INJURY $ 1,000,000 MOTHER LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED A826708 01/06/2021 01/06/2022 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY /� AUTOS ONLY Per accident Uninsured motorist $ 1,000,000 UMBRELLALIAB 4,000,000 OCCUR EACH OCCURRENCE $ A EXCESS LAB CLAIMS-MADE A826708 01/06/2021 01/06/2022 AGGREGATE $ 4,000,000 DED I X1 RETENTION $ 0 $ WORKERS COMPENSATION X STATUTE EREIR H AND EMPLOYERS'LIABILITY Y/N 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ A OFFICER/MEMBEREXCLUDED? NIA Y A823975 01/06/2021 01/06/2022 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) A Waiver of Subrogation applies in favor of the Certificate Holder with respects to Workers'Compensation&Employer's Liability policy when required by written contract,executed prior to loss. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Orange County ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 8181 AUTHORIZED REPRESENTATIVE Hillsborough NC 27278 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 04 84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule "Organizations for which the Named Insured has agreed to by written contract executed prior to the loss to furnish waiver' This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 1/6/2021 Policy No.A823975 Endorsement No. Insured ASJ Wilson Construction, LLC Premium$ Insurance Company West Bend Mutual Insurance Countersigned by WC 00 03 13 (04 84) Page 1 of 1 Copyright 1983, National Council on Compensation Insurance, Inc. DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B COUNTY OF ORANGE FINANCIAL SERVICES — PURCHASING PO BOX 8181 HILLSBOROUGH, NORTH CAROLINA 27278 ORANGE COUNTY BID NO. 367- 005302 RFP DATE: November 25, 2020 ATTENTION: INTERESTED VENDORS Orange County requests your competitive quotation to furnish the item(s) listed below for Orange County Board of Elections Site Improvements. A non-mandatory site visit is scheduled for December 14, 2020 at 11:00 am at the site. We will meet at the main entrance of the building located at 208 South Cameron Street, Hillsborough NC 27278. This is the only scheduled time for contractors to view the site. By submission of a bid the contractor acknowledges he/she fully understands the extent of the project. This meeting will be held outside, social distancing and masks are required. Please transmit this quotation via email (pdf format), to the Orange County Purchasing Agent- iamaro(a_orangecountync.gov by December 29, 2020 no later than 5:00pm ITEM # COMMODITIES/GOODS OR SERVICES Site Development per attached drawings C- , C-2, C-3, D- , an -2 dated Septem- ber 4, 1 2020. SUBMIT PRICING ON ATTACHMENT A PLEASE STATE FIRM DELIVERY TIME TO START AFTER RECEIPT OF PURCHASE ORDER: DAYS PLEASE STATE NUMBER OF DAYS TO COMPLETE THE PROJECT AFTER COMMENCEMENT: k'U DAYS Will any people working on this job make less than $14.95 per hour YES NO If yes, the lowest hourly wage to be paid any employee shall be. HOUR **SEE ATTACHED INSTRUCTIONS TO BIDDERS** License bS qq6 (if applicable) FIRM NA. S W ,V ' S C�k ' i BY < ADDRESS �/S �`� /--- (Proposal must be signed in writing) S4K4 h e_J ure k I I�4�1Q I z�" FA I-)M 1 I� _�7LlSS TELEPHONE: EMAIL: J, ,�-r1ci� Orange County Bid Page #1 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B Attachment A Bid Proposal Form: Board of Elections Site Improvements Contractor agrees to furnish all materials, labor,wood and any other supplies necessary to complete the above work, for the sum of: $ �U , C/3's,o 6 Total , V • All work must be completed within (60) days of the project start date (approx.January 18,2021) • Contractor is willing to participate in the County's"Docusign"digital contracting process and enter into a andard con ct with the County. 2q 1202 c) /ignature of Contractor) (Date) Orange County Bid Page#3 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B STATE OF NORTH CAROLINA AFFIDAVIT ORANGE COUNTY ************************** I, St,-/) (the individual attesting below), being duly authorized by and on behalf of t 1 SS LOS-- n e yrtS4ctALA.a n (the entity bidding on project hereinafter"Employer")after first being duly sworn hereby swears or affirms as follows: 1. Employer understands that E-Verifv is the federal E-Verify program operated by the United States Department of Homeland Security and other federal agencies, or any successor or equivalent program used to verify the work authorization of newly hired employees pursuant to federal law in accordance with NCGS§64-25(5). 2. Employer understands that Employers Must Use E-Verify. Each employer, after hiring an employee to work in the United States, shall verify the work authorization of the employee through E-Verify in accordance with NCGS§64-26(a). 3. Employer is a person, business entity,or other organization that transacts business in this State and that employs 25 or more employees in this State. (mark Yes or No) a. YES ✓, or b. NO 4. Employer's subcontractors comply with E-Verify,and if Employer is the winning bidder on this project Employer will ensure compliance with E-Verify by any subcontractors subsequently hired by Employer. This ;201 lay of Le _ , 202,$) 4 ZorIgnature of Affiant Print Type Name: 115e �,J , tSch State of North Carolina, County D Signed and sworn to (or affirmed) before me,thisthe Z•>` �' X \.�`� � Cy ',�, day of �c 2rnb�r , 20 2- �, ?0 3 o L y o s0 o 0 6 co_ My Commission Expires: 1 p a LJ- -f 0 Notary Public ° ��'�+++r+++►tit,������� DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B Document A310 TIVI - 2010 Bid Bond 901-BB CONTRACTOR: SURETY: (Name, legal status and address) (Name, legal status and principal place ASJ Wilson Construction,LLC of business) ADDITIONS AND DELETIONS: 415 Pisgah Church Road,PMB 128 RLI Insurance Company The author of this document has Greensboro,NC 27455-2590 9025 N.Lindbergh Drive added information needed for its Peoria, IL 61615-1431 completion.The author may also have revised the text of the original OWNER: AIA standard form.An Additions and (Name, legal status and address) Deletions Report that notes added information as well as revisions to the Orange County Government standard form text is available from 200 South Cameron St. Hillsborough,NC 27278 the author and should be reviewed.A vertical line in the left margin of this document indicates where the author BOND AMOUNT: has added necessary information 5%of Maximum Amount Bid and where the author has added to or deleted from the original AIA text. This document has important legal PROJECT: consequences.Consultation with an (Name, location or address, and Project number, if arty) attorney is encouraged with respect Orange County Bond No.367-005302:Orange County Board of Elections Site to its completion or modification. Improvements at Hillsborough,NC Any singular reference to Contractor, Surety,Owner or other party shall be considered plural where applicable. The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their heirs,executors, administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(I)enters into a contract with the Owner in accordance with the terms of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof or(2)pays to the Owner the difference,not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect.The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time for acceptance of bids specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. AIA Document A31 OT —2010.Copyright Q 1983,1970 and 2010 byThe American Insbtute of Architects.All rights reserved.WARN ING:This Al A Document is protected by U.S.copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA' Document,or any portion of it, may result in severe civil and criminal ponaltles,and will be prosecuted to the maximum extent possible under the law. 1 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFD053B If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed inco a � � lqqt herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not,at° law bond. Signed and sealed this 28th day of December,2020 k- ASJ Wilson Construction,LLC (Principal) IMI s'v, °•,.(Se1i1) Oe` L ( ttness) itle) RLi Insurance Company (Surety) (Seal) L-G2. �' 111Nr/J/Iry/'' (Witness) Rachel Blackrnore - � (Title).9ttorneY-in-Fact. Kim d 1 D Santiago �,,......_, :Jam,'• . �16 G7 AIA Document A310TM—2010.Copyright®1963,1970 and 2010 byTheAmerican Institute of Architects.All rights reserved.WARNING:This AIA Document is protected by U.S.copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA" Document,or any portion of it, may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. 2 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B __ POWER OF ATTORNEY RLI Insurance Company Contractors Bonding and Insurance Company 9025 N.Lindbergh Dr. Peoria,IL 61615 Phone: 500-645-2402 Know All Men by These Presents: That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That RLI Insurance Company and/or Contractors Bonding and Insurance Company, each an Illinois corporation, (separately and together,the"Company")do hereby make,constitute and appoint: Joshua A. Etemadi Fdin R.7 kanovic Kimberly D.Santiago.Nebi ou Aytnt jointly or severally in the City of Sterling State of Virginia its true and lawful Agent(s)and Attomey(s) in Fact,with full power and authority hereby conferred, to sign, execute,acknowledge and deliver for and on its behalf as Surety, in general, any and all bonds and undertakings in an amount not to exceed Twenty Five Million Dollars ( $25,000,000.00 )for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon the Company as if such bond had been executed and acknowledged by the regularly elected officers of the Company. RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have each further certified that the following is a true and exact copy of a Resolution adopted by the Board of Directors of each such corporation,and is now in force,to-wit: "All bonds,policies,undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President,Secretary,any Assistant Secretary,Treasurer,or any Vice President,or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds,policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." -- — .__...._..------- -- -- - IN WITNESS WHEREOF, the RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have caused these presents to be executed by its respective Vice President with its corporate seal affixed this 25th day of September 2020 . RLI Insurance Company �•`NOWG ANp�NS•.,, `.JPpNCF co Contractors Bonding and Insurance Company 110 Qy% pQ,P OR4 •.tt 9. T, _ By: SEA „ . Barton W.Davis OJ Vice President State of Illinois ""NOjS t I N off`', SS County of Peoria CERTIFICATE On this 25th day of Septemher 2020 before me, a Notary I, the undersigned officer of RLI Insurance Company and/or Public, personally appeared Barton W. Davie who being by me duly Contractors Bonding and Insurance Company, do hereby certify sworn, acknowledged that he signed the above Power of Attorney as the that the attached Power of Attorney is in full force and effect and is aforesaid officer of the RLI Insurance Company and/or Contractors irrevocable: and furthermore, that the Resolution of the Company as Bonding and Insurance Company and acknowledged said instrument to be set forth in the Power of Attorney, is now in force. In testimony the voluntary act and deed of said corporation. whereof, I have hereunto set my hand and the seal of the RLI Insurance Company and/or Contractors Bonding and Insurance Company this o.�j`•` day of C.j-r P,w_ By: 0W3NLI,,M)Lnoar- RLI Insurance Company Catherine D.Glover Notary Public Contractors Bonding and Insurance Compan C O 4f. CATHERIOFFICft SEAL NE O.GLOVEA `.:,ate ••�j� ±'t1� E a I By:r L%Mh24.2C-nrnWslon� Jeffrey DCYickQ U (Lko 'Sccrcia� a ... , .•'1�0053D19 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B . m SHEET INDEX VICINITY MAP NOT TO SCALE Q 6 Cermtery VA COVER SHEET C-1SIT w F Alma Ave z QaphiCe ` CP N W Corbin St w c-'aIrls' E Corbin it D V OPM NT P ANSEXISTING CONDITIONS AND DEMOLITION PLAN C-2 SITE & UTILITY PLAN C-3 W otangeSt z &,�, Caine St FOR 4 DETAILS D-1 wUni°nsr ='°�> Llr,i°nst a 5 o Z Z � 3 /1 ° W co W Queen st m C E Queen St ZO ° x co t W Tryon St `~ C Tryon St 4a Lug as; 4�ORANGE COUNTY C' wK'ng 5t Vv Kix}St E King St LA W Marcarnt Ln 3 ep h R � v, :3 :3oCT Fry°BOARD OF ELE IONS R. F'O hives Burnside Dt N a Faribault[,� ti CO d co N orics 44;" P � � zLL �zWwx`n SIT IMPROV M NTS 00 EdWLyN� oQJwx mOLLUvWa uO¢¢i 0 Nz TLL5tdN1d Qt z z W�UZ}¢zO O ¢ �� ¢W W 0208 S . CAMERON ST. OwWHULU0%, ¢ w HILLSBOROUGH, NC 27278 W z z J_z W U°z°°LU Z r� � Q wZW��¢�.0w�W a: z o�=o�zN=�Zo W 3 oo�a°�=xwoo G. Z �o > O p O Lq w>>w O z=� cnLU zw�nv�~O ° cn Z > 9 ¢ TOWN OF HILLSBOROUGH SUBMITTAL DATE: ��'`airy 86 w J W 5 m Z° N GENERAL NOTES: - 1ah►t Earl St w w 1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE TOWN OF HILLSBOROUGH STANDARD DETAILS,CODE OF ORDINANCES AND STANDARD z z SPECIFICATIONS. _ _ U o w 2. ALL SITE WORK,AT A MINIMUM,SHALL BE PERFORMED IN ACCORDANCE WITH THE 2018 NCDOT ROADWAY STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR OWNER ENGINEER CONTACT SURVEYOR CONTACT z ROADS AND STRUCTURES UNLESS OTHERWISE NOTED OR DIRECTED. ORANGE COUNTY ASSET SUMMIT DESIGN&ENGINEERING SERVICES RILEY SURVEYING,P.A. ULU U) 3. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE AND THE MOST CURRENT TOWN,COUNTY,STATE, NCDOT AND UTILITY PROVIDER � a � aU MANAGEMENT SERVICES DON SEVER, P.E. 3326 DURHAM CHAPEL HILL BLVD.SUITE B-100 Q o ❑ STANDARDS,SPECIFICATIONS AND BUILDING CODES. ANGEL BARNES 320 EXECUTIVE COURT DURHAM,NC 27707 Lu w 4. UNDERGROUND UTILITIES MAY EXIST ON,ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC 811 OR THE CAPITAL PROJECT MANAGER HILLSBOROUGH,NC 27278 (919)667-0742(PHONE) Z U_ LU APPROPRIATE UTILITY COMPANIES PRIOR TO ANY EXCAVATION. 131 WEST MARGARET LANE (919)732-3883(PHONE) PHILR@RILEYSURVEYINGPA.COM CD ¢ z w ¢ a❑ 5. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA. HILLSBOROUGH,NC 27278 z } Q > >_ w (919)732-6676(FAX) w } ❑ 6. THE CONTRACTOR SHALL GRADE,SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY (919)245-2628 DON.SEVER@SUMMITDE.NET o r f o m 0 o SLOPES. SEE EROSION CONTROL INSTRUCTIONS, IF APPLICABLE. ABARNES@ORANGECOUNTYNC.GOV U ¢ U O z Q o 7. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, NOTIFICATIONS,STANDARDS AND POLICIES. w `V v co 8. ANY SUBSTITUTIONS,CHANGES,OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, PLANNING DEPARTMENT STAFF,AND DEVELOPER PRIOR TO Of c a a � ¢ 0-1 (D o INSTALLATION/CONSTRUCTION OF CORRESPONDING ITEMS. a a o ❑ o 9. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE.GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S&FINISHED SURFACES TO ENSURE THAT MINIMUM SLOPE&COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION OF REFERENCED ITEMS. \`.�N 6AR��', 10. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE;OFFSITE BORROW OR WASTE MAY BE REQUIRED. SITE INFORMATION 11. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY. 12. ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III,UNLESS NOTED OTHERWISE. PROJECT: ORANGE COUNTY BOARD OF ELECTIONS _ o 13. PRIOR TO BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS NECESSARY FOR CONSTRUCTION. THE CONTRACTOR SITE ADDRESS: 208 S.CAMERON STREET = SEAL o o SHALL READ ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS AND REVIEWS MAY INCLUDE,BUT ARE NOT LIMITED PIN: 9874-15-3612 = o 24627 o TO:CITY/COUNTY APPROVALS/PERMITS,CITY FIRE DEPARTMENT,SOLID WASTE REVIEWS, NCDOT PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT LOT ACREAGE: 9.32 AC % O ° AGREEMENTS,SOIL AND EROSION CONTROL PERMITS, NCDENR PERMITS,WATER PERMITS,SEWER PERMITS, ENVIRONMENTAL PERMITS,WETLAND DISTURBANCE ZONING: OI -P °o� °VGINIE_ J PERMITS,STREAM CROSSING PERMITS, POWER EASEMENT ENCROACHMENT AGREEMENTS, USACE/DWQ PERMITS,STORMWATER PERMITS,ZONING APPROVAL,AND ', q� °° °°°°°°°° BUILDING CODE APPROVALS/PERMITS. IF THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE,OR THE NEED FOR A PERMIT,HE MUST CONTACT THE LIMITS OF DISTURBANCE: TBD D A ` DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. IMPERVIOUS SURFACE AREA 09-04-2020 DEMO: NEW: NET: V ORANGE COUNTY SOLID WASTE NOTES: N X 1. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY ON THE SITE,THE APPLICANT SHALL HOLD A PRE-DEMOLITION/PRE-CONSTRUCTION CONFERENCE WITH Z w THE COUNTY'S SOLID WASTE STAFF.THIS MAY BE THE SAME MEETING HELD WITH OTHER DEVELOPMENT OFFICIALS. 2. BY ORANGE COUNTY ORDINANCE:ALL CLEAN WOOD WASTE,SCRAP METAL AND CORRUGATED CARDBOARD PRESENT IN CONSTRUCTION WASTE,MUST BE W RECYCLED. w m Z ° �r° 3. BY ORANGE COUNTY ORDINANCE,ALL HAULERS OF CONSTRUCTION WASTE MUST BE PROPERLY LICENSED. I? 4. ANY DUMPSTER AREA GATE DESIGN WILL INCLUDE GATE RETAINERS. W m 5. THE USER WILL BE RESPONSIBLE FOR OPENING GATES TO DUMPSTER AREA ON COLLECTION DAYS OF ANY MATERIALS TO BE COLLECTED FROM THIS LOCATION. 6. IF ANY VEHICLES ARE PARKED IN THE REFUSE OR RECYCLABLES COLLECTION VEHICLE ACCESS AREA,THE CONTAINERS WILL NOT RECEIVE SERVICE UNTIL THE Z NEXT SCHEDULED COLLECTION DAY. Q rn 7. ORANGE COUNTY WILL NOT BE RESPONSIBLE FOR ANY PAVEMENT DAMAGE THAT MAY RESULT FROM SERVICE VEHICLES. z 8. ORANGE COUNTY SOLID WASTE MANAGEMENT WILL PICK UP RECYCLABLES FROM ROLL CARTS.WASTE MANAGEMENT,A PRIVATE VENDOR,SHALL BE y c CONTRACTED WITH OWNER TO PICK UP SOLID WASTE AND CARDBOARD. G .Q co M � -o a N M N co U V N Cl)O NZ�'a 4 a 2>- � rnrn.E r o� E m `.= C� JM2> 2i - .Vp4. .� ir- Ic v -6 * ; ` •• • PUBLIC SERVICE CONTACTS WATER: TOWN OF HILLSBOROUGH TELEPHONE: CENTURYLINK ~� NATHAN CATES (800)366-8201 101 EAST ORANGE ST r , HILLSBOROUGH,NC 27278 GAS: PSNC ENERGY v (336)516-4614 BRIAN SMITH 2541 WHILDEN DRIVE �1 SEWER: TOWN OF HILLSBOROUGH DURHAM,NC 27713 NATHAN CATES (919)598-7454 r T, 101 EAST ORANGE ST BRIAN.SMITH@SCANA.COM w HILLSBOROUGH,NC 27278 (336)516-4614 ROADWAY: TOWN OF HILLSBOROUGH PUBLIC WORKS DEPARTMENT W EROSION ORANGE COUNTY PLANNING KEN HINES O U w CONTROL: 131 W. MARGARET LN. 101 EAST ORANGE ST CO Z HILLSBOROUGH,NC 27278 HILLSBOROUGH,NC 27278 KENNY OWENS (919)296-9601 Z Q O ( FF1 (919)245-2584 N v KOWENS@ORANGECOUNTYNC.GOV RECYCLING: ORANGE COUNTY SOLID WASTE ^ � n/ MANAGEMENT-JEFFSCOUTENL� NATHANJACOBSEN ENVIRONMENTAL ENFORCEMENT Q 001 Uj (919)245-2580 SUPERVISOR w U co > NJACOBSEN@ORANGECOUNTYNC.GOV 1207 EUBANKS ROAD C/) J O CHAPEL HILL NC 27516 ELECTRIC: DUKE ENERGY (919)968-2788 CD = ( > DONNIE CARTER v 4412 HILLSBOROUGH RD TOWN PLANNING/ TOWN OF HILLSBOROUGH DURHAM,NC 27705 ZONING: TOM KING (919)687-3146 101 EAST ORANGE ST PROJECT NO. HILLSBOROUGH,9472 NC 27278 (919)296-9472 2 0-0 014 • STORMWATER: TOWNFISHER OF ROUGH DRAWING NAME: ® HEATHER CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)AT 101 EAST ORANGE ST 20-0014 CS LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION HILLSBOROUGH,NC 27278 OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. (919)296-9622 SHEET NO. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE SITE LOCATION MAP THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". REPORT Know what's below. ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. ^— J NOT TO SCALE /V" 'I call before you dig. DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B DEMOLITION NOTES: m 1. ALL DEMOLITION,TRANSPORT,AND DISPOSAL OF WASTE MATERIALS SHALL BE IN W j ACCORDANCE WITH ALL APPLICABLE TOWN,COUNTY,STATE AND FEDERAL ORANGE COUNTY ! REGULATIONS. SITE IMAGES o DB 205 PG 242 I! 2. REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC. MAY EXIST ON SITE AND I j SHALL BE IDENTIFIED AND A PLAN FOR DEMOLITION AND DISPOSAL PRESENTED TO 100-YR FLOODPLAIN II AND APPROVED BY THE COUNTY AND OWNERS PRIOR TO COMMENCING DEMOLITION PB 102 G 6 ON CORRESPONDING STRUCTURES. P 3 . PIN 02 P 9874153612 I i I j 3. THE LOCATIONS OF ALL EXISTING FEATURES SHOWN ON THIS SHEET WERE .PROVIDED AS PART OF THE SURVEY REFERENCED ON THIS SHEET OTHER GEOTHERMAL WELL FIELD i i UNIDENTIFIED UTILITIES OR SITE FEATURES MAY EXIST AND SPECIAL CARE SHALL BE �.°III� Pill �w ��� PB 110 PG 91 I I EXERCISED DURING ANY SUBGRADE WORK OR DEMOLITION TO PREVENT UNINTENDED LOSS OF SERVICE TO SURROUNDING PROPERTIES. ������ 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE 'e°����I��,�,�f INCDOT RIGHTS OF WAY.ANY DAMAGED INFRASTRUCTURE IN THE RIGHTS-OF-WAY i CAUSED BY CONSTRUCTION ACTIVITIES MUST BE REPAIRED TO NCDOT STANDARDS. ���� � � U) r THIS INCLUDES,BUT IS NOT LIMITED TO UTILITIES,CURB&GUTTER, PAVEMENT, z I SIGNS AND ROADSIDE SWALES. `���`r�"7`-f 5. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN, IF REQUIRED BY ���"ot. ti ENCROACHMENT PERMIT TO NCDOT FOR APPROVAL PRIOR TO ANY WORK WITHIN ILL!a e h` ���`� • o I THE NCDOT RIGHT-OF-WAY. - / 00`\�`� `�1 fr_ 6. ALL UTILITIES TO BE DEMOLISHED TO BE REMOVED, DISPOSED OF,AND/OR ` I j ABANDONED PER THE CORRESPONDING SERVICE PROVIDERS GUIDELINES. NDERGROUND ELEPHONELI TAKEN FROM - -_�1` 17. ALL LANDSCAPING THAT IS DISTURBED SHALL BE REPLACED IN KIND. ALL AREAS PLANS 8 RM&N DATED RIL 19,2013 -51�\ I ° !I DISTURBED BY CONSTRUCTION SHALL BE RESODDED WITH GRASS MIXTURES TO (APPROXIM E-NOT MARK FOR THIS SU EY) OUT=509.0 __ / I MATCH EXISTING LAWN. ` ASPHALT - `� ;SURVEY / EXISTING CONDITIONS 1 y � NOTES: I RIGHT OF WAY ti � N j 1. THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES AND EASEMENTS BASED ON % f �JO \ REFERENCES NOTED HEREON. ul c I� I 2. CONTRACTORS TO FIELD VERIFY ALL UNDERGROUND UTILITIES PRIOR TO ANY H8 fill 111 111 ,,•, ••• w°w 7��� .. d == mt=_______ z w ��ur 6„qGP j o Cn CONSTRUCTION. UNDERGROUND UTILITIES WERE FIELD MARKED FOR THIS ___, ����____ 111 111 ���� ��� - o o o o Lu _ 1M=506.5 u \ ! I SURVEY BY McADAMS IN MARCH 2O20. THERE MAYBE UNDERGROUND UTILITIES Q�,�-=- jj�jl Ij _ ���� = 1111 w o z w Z'm_°z e =504.5 N f� �" /N=504 _ -':- _-_-�_- Q U }w�w_} ¢o w o s DEMO 6"TCP BEYOND THOSE SHOWN HEREON. __ _ _ W °v U:o " •"9 I I 3. PORTIONS OF THE SUBJECT PROPERTY ARE SITUATED IN A DESIGNATED FLOOD y=__-__==m __-====ter_ Q j p Q�LL=z z w p l =504.5SE ° HAZARD ZONE ACCORDING TO F.E.M.A..SEE F.E.M.A. PANEL 3710987400K DATED - -- _ ° ¢¢z ° r=5oa.3 " . ���' :• ZFEIVIAZONE'X" i T _ - _ _ w o a R1M=502.9 DEMO ROOF%IK, XX•• j I 11/17/17. 0� w ��aw� �= 1Qw ASPHAL/ •• PVC E" C7 LU 3: L-U DRAIN PIPE I,• I I 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT, x W ¢ w w¢o z 4"TCP P - I THEREFORE THERE MAY BE ENCUMBRANCES ON THESE PROPERTIES NOT SHOWN = - '' C7 Ca o z a po¢o ° NOT UND /NV=502.1 REPLACE ROOF I o HEREON. ` ° - -E" W z oz°v z o?=x w 3 z DEMO STAIRWELL, ! W a oZ�¢>z���-o Q DRAIN PIPE TO TIE r ": ¢w w n- G I 5. HORIZONTAL GROUND DISTANCES SHOWN UNLESS OTHERWISE NOTED. " p< >w w � I R CONCRETE SLAB,AND INTO NEW 8"PVC I I ; O I ti DRAINAGE STRUCTURE. ! 6. WETLANDS, IF PRESENT ON SUBJECT PROPERTY,HAVE NOT BEEN DELINEATED FOR i U C7 0 z W u° o=° / CAP AND PLUG 4"TCP AT ! waTERaER�Au(i T THIS SURVEY " W i W cwi?°°o a o W w ° 7. VERTICAL DATUM BASED ON USGS MONUMENT"543". ELEVATION=541.77(NAVD'88) -Z z¢,°>_o ° . DRAINAGE STRUCTURE ® � F° w J=�m o ZD AE SEE IMAGE 1 C/� 8. NO SEWER CLEAN-OUTS FOUND FOR SANITARY SEWER SERVICE FROM BUILDING. r I REPLACE ROOF DRAIN V - - / DEMO CONCRETE PADS; PIPE WITH 6"PVC TO TIE s ! o EXISTING LANDSCAPING INTO NEW 8"HDPE DEMO 6"TCP I w w I z z • •• DEMO ROOF DRAIN PIPE w ORANGE COUNTY SOLID WASTE NOTES• "' SEE I AGE 4 co � � ' w w X..:..=2 �.. I 4 GQ I Q w, � ti 1kSa.4l'", ... r r .. �,._ " �:' w DEMO DRAINAGE i v 1. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY ON THE SITE,THE _ o STRUCTURE i APPLICANT SHALL HOLD A PRE-DEMOLITION/PRE-CONSTRUCTION CONFERENCE 0 ") 1­_ U) RI M=S .0 TWO STORY BRICK I WITH THE COUNTY'S SOLID WASTE STAFF.THIS MAY BE THE SAME MEETING HELD Q o M 15"RCP 1N=5 2.6 "TCP GOVERNMENT SERVICES ANNEX / ! o WITH OTHER DEVELOPMENT OFFICIALS. w w w T=501.2 ' O T=502.5 RIM=510. I C W � U_ W TC . 208 S.CAMERON ST. 1N=508.1 2. BY ORANGE COUNTY ORDINANCE:ALL CLEAN WOOD WASTE,SCRAP METAL AND C9 � � • OUT-5o8.0 - y�/ •- ! -•' DEMO S AND RECYCLED. CARDBOARD PRESENT IN CONSTRUCTION WASTE, MUST BE ,:' ; � � >bt '' - ��-'�' � ¢ z [If Q p FINISHED FLOOR ELEV.=512.11 I z >- Q w w 3. BY ORANGE COUNTY ORDINANCE,ALL HAULERS OF CONSTRUCTION WASTE MUST , r Y W 0 � } C HANDRAILS; r, ~ J ~ z 00 J U) � I SAWCUT C B o BE PROPERLY LICENSED. U ¢ V O z a o AND AS ALT BRIO ano h PRESERVE -1 � -) o � � � N 6R/ S/DEW _ BRICKS FOR 4. ANY DUMPSTER AREA GATE DESIGN WILL INCLUDE GATE RETAINERS. O ¢ O Q a U o AS R UIRED 5. THE USER WILL BE RESPONSIBLE FOR OPENING GATES TO DUMPSTER AREA ON X 0 Q (D , ' I EPL E 8"TCP DEMO i ° NEW WALKWAY +r d d o 0 � oo / CONCRETE ,-,, DEMO 8" COLLECTION DAYS OF ANY MATERIALS TO BE COLLECTED FROM THIS LOCATION. TOP SEE IMAGES 2 ITH 8"PVC 6. IF ANY VEHICLES ARE PARKED IN THE REFUSE OR RECYCLABLES COLLECTION RAMP AND i I AND 3 67CP I VEHICLE ACCESS AREA,THE CONTAINERS WILL NOT RECEIVE SERVICE UNTIL THE HANDRAILS DEMO i NEXT SCHEDULED COLLECTION DAY. 0 IL CONCRETE ! 7. ORANGE COUNTY WILL NOT BE RESPONSIBLE FOR ANY PAVEMENT DAMAGE THAT SIDEWALK i MAY RESULT FROM SERVICE VEHICLES. - O ° °ESS/ °° DEMO ROOF I 8. ORANGE COUNTY SOLID WASTE MANAGEMENT WILL PICK UP RECYCLABLES FROM _ °° �� O�°° I _ Q 9 j IPARIAN a C DRAIN PIPES !I o ROLL CARTS.WASTE MANAGEMENT,A PRIVATE VENDOR,SHALL BE CONTRACTED _ ° SEAL < °° _ STREAM BU ER sus •.'� I WITH OWNER TO PICK UP SOLID WASTE AND CARDBOARD. " 0 0 24627 _Noc=sn/ o DEMO I 1z' cP � y, °° F o° <v S m _ �� • DRAINAGE! R1M=511.8 =ro `�' i O o > OUT=508.6 i ° R1M=509.6 sow• STRUCTUR� ° ;lN ° j M=50 .1 /N=503.84NW I BURIED ax %� ° NGINE� J ' I DEM CURB /N=5 .2 /N=503.84N I JUNCTION /' Q° A°°°S�`\\ s AN GUTTER = 1 -- 1N=503.84E 'RIM-50 .6 BOX I O 503 DEMO RAMP AND OUT=503.64 /N=507 Tco BRING TO GRADE DEMO 6"TCP OUT= 06.9 3 .. ._ WITH FILL DIRT GE CO U Y I - SEE IMAGE 6 -� ut ut u ut D8205PG2 RE OVE ONE JOIN OF 15" L It ae----uu -ue---- a-- pe e SAWCU CURB ue e JJ AN 36 D SPHA -PB 102 P RC AND REPLACE ITH FES _ ' A REQUIRED D 8"TCP i -v = r„T''• �'"- W m P/N 987 153612 REGRADE AS ECESSARY / I ET - -- " x SEE IMAGE 5 1 _ - e pe S Z B e----ue--- -"e�,• t -- - �� I ', w y, �- 6 IN=501.1 S G P 1 I Z OUT=500.9 OUT= 0 �e �• :• W rl- 15'RCP r ' I - W @ c0 --- ------- �••. .. a 1 15'RCP J 12" P � �l it ..=s`' � � � CO RIM- 0755 "-- 12"RCP ue-- R1M=505 Z J -499.47 - ------- I ue---- I I s N -500.1 6 ue ue----Oe 1N=50 .2 / W co ---I--- f� T=500.1 - OU =502.7 so a A i o s - - FMAZONEX i sawcuT - _ Q 1-- -- --_ m ,0, REMOVE EXP ED`, i CONCRETE -- I=501.73 PVC ANDS P F ZONEAt ooi ' REPLACE CURB Z _ X - ---- 1N=501.7 I I r m OUT=501.5 PUMP RAMP(TYP.) m C? R1M=502.81 `'--'--- -------------- ,:• •�. II �i W ._ a00o 1N-498.6 \ ,° - �� i C Q 0 M OUT= 8.27 I / --- -- --__ / I - ue I 'r W., - -- -----_ - _'DIP ASPHALT s/ I - -. >' O N Z�-00 I( _ ON M N o -------------- O d L !'. i� U ` 12'D os SAWCUT ° _ _ RIM=504.62 -------- I 4 .^ .,s, - ,: c W IN=498.95 ------------ - CONCRETE I I ENTIRE �' o N.04 0 3 j OUT=49 . 5 ---I� _ __ - REPLACE CURB PROPERTY U J M 2 3: I 10' KEENERGYE SEMENT _�2AMP(T----- I o BOUNDARY - ------ ---�- DB 5905 P 73 -- --------- < IF. RQ I , -tom I t ASPHALT _ - - ue----ue- pAx ue- �-ue- --ue---�i I a•' � �" x 4.. � .i���r; a 4 d tj Olt r^ µ1 �; Rya p3%' 1 �e fie' 2 i� "' �w e w 4. l '+ x E.�'°' ` I , h -=i � 4� u� � bt ' >� n � 6� ^�a , * * � �,, ANGE C NTY i DB205P 242 i _ i I ;' = f M"`"� 06 1 a�` L °0 PB 1 PG 36 �r j,,l �.� �r �`-;�fFr� �{yrr�J� �'• y�4. �' �' 1536 12 T�'< C ) 7 , W O V 100-YR FLOODPLAIN I < .. <` '" '�? :� � > ����v� 4 i1���8 - �± 7 N:845,432.55 E:1,971,511.21 y � l ------ ----- INTERPOLATED FROM PB 102 PG 36 r.� +,,���,� � �;�;;;tom rw:;. •°"�,� �v�. - -- n f_ ----- f -- - --- ----097 5148" E 284.N 8 -- _ s � ------------- -------- ---- ---------------------------------- U--- ------ _ O Z ------------- ---------------------- , Lu 0 J TUSCANY, LLC - '^ DB 2045 PG 12 w U co G U) U' X W PB 102 PG 36 l�pf' � J ' PIN 9874152266 �O J c1 � N = W 0 PROJECT NO. • 20-0014 DRAWING NAME: CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)AT GRAPHIC SCALE 20-0014 XC LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION GRAPHIC SCALE OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. 10 0 5 10 20 40 SHEET NO. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE 1100 0 50 100 200 400 THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". REPORT Know what's below. ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. (IN FEET) ��� Call before you dig. 1 inch= 20 ft. 1 inch FE200 ft. DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B m BUILDING ORANGE COUNTY w DB 205 PG 242 a o 100-YR FLOODPLAIN I LENGTH VARIES PB 102 PG 36 , PIN 9874153612 /\ GEOTHERMAL WELL FIELD ! M f 1 X � ' 1 S U ❑ P E A TIE TO PB 110 PG 91 I I i EXISTING GRADE j EX P-3: CO 1 0 r 75.86'OF 6"HDPE _ _ ! z SLOPE:5.93% ~ I O EX P-6: * \\ i / Ln 32.61'OF 8"HDPE .. I S SLOPE: 1.01% \�_ I W NDERGROUND ELEPHONE LI TAKEN FROM _ PLANS 8 RM&N DATED RlL 19,2013 �\`R1M 51 5 �X ST-4 ` !I o (APPROXIM E-NOT MARK FOR THIS SU EY) EX \� our=5o9.0 --- I I ASPHALT ` I I R IS LNG DRAINAGE - \\ - I ° RIGHT OF WAY a TR C E FO NEW 12"PIPE ��- P-5: \ �, I • 7 �• (` A� C� N cb ----- �- 23.80'OF 12"HDPE P-7: SLOPE: 1.00% P O 59 06'OF 8"HDPE � / SLOPE: 1.00% I o 1M=506.5 / .� ,.' /_ ST-6 (DI) -- LU I d Z WOW x �s! =504.5 N Z J r o o J m =504.5NE --�yl RIM=505.84' c GRA ED AL � �ozo2-5�mUz l =504.5SE EX ST-3 ^ - INV IN=504.94'(P-7) EE D AIL,PHIS i o Q U a U o�L J o z W Wao-o I _ T045S o INV O T=504.74' P-5 F A10NEX' S ET o / c� z >w0W->�QWw� ( PI OVI EC EANOU j 2 ¢ o <oo�a¢��°mow J E ASPHALT ( 5 0 a o _o � z Z o O ON LF F "I dP - � � 00 D IN IPE`�, I OC7 W � °w=aaw¢wwozJ fEMAlONE" �R" ry�G WATERPROOF T z ~ U0=W a r- ¢�L.�aaicxm>mx REP AC "TC� ° C4 z o x o cc z x a o BASEMENT WALL TO ! C7 G] z o wzr0�ao�o�W WI 8"PVC FILL STAIRWELL Sit !I F- x z z EXISTING GROUND, >C�� Fc, �- W � zC��zQo�=xwc5 WITH FILL DIRT REPLACE MEET EXISTING CLEANOUTS ON 5 LF 64 LF,5'HIGH ¢¢ a I HALT,CURB GRADE.FINISH OF 6"HDPE ROOF EX P-13: ® w ° U Z o z z x o J W n U F F p U WA/R1E/ERYAAT Q 7 W O Z W K AND GUT TE 10 AE" WITH SOD. DRAIN PIPES CLEANOUT ON 5 LF OF 6" 17.99'OF 8" °HDPE W <z J z a o o a a o 0 f I AND SOD S HDPE ROOF DRAIN PIPE SLOPE: 1.00/o \ V GRASSED SWALE DETAIL x W J m m m Z / .� WATERPROOF BASEMENT Z N DED ,. 8"x6"WYE \ �I WALL TO EXISTING ST-14 (DI) 0 m ��- ST-2 GROUND,45 LF,5'HIGH CLEANOUT ON 14 LF OF 6" \ RIM=510.20' HDPE ROOF DRAIN PIPE INV IN=504.29'(EX P-13) w w LNOG=511. ' CLEANOUT ON 5 LF OF 6" INV OUT=504.09'(P-12) Cp F ui ui EX ST-5 HDPE ROOF DRAIN PIPE V w o w o TWO STORY BRICK j U m ZD 15^RCP = GOVERNMENT ANNEX 6"x6"WYE , ---_o' U) W T=501.2 ! _ RNMENT SERVICES I REPLACE BRICK Q o o A 208 S.CAMERON ST. ! SIDEWALK w w / EX P-4: FINISHED FLOOR ELEV=512.11 511 4 SEE DETAIL SITE BENCHMARK w " w 25.01'OF 8"HDPE �' RRS SPIKE IN UTILITY POLE w SHEET D-1 (D a z LU Q o SLOPE:2.80% -� ELEV.=515.44 z } Q > } LU WATERPROOF BASEMENT w fP-12: NA '88 � 2? m Cl) o I eRi SIDEWAL eRic Ano 55.22'OF 12"HDPE U Q U �o z ¢ o WALL TO EXISTING SLOPE: 1.00% � � `v o of (D Q (D � o ' I GROUND,27 LF,5'HIGH s W / I 8"x6"WYE SIGN CONCRETE 0- 0- o o / SIDEWALK NOTES: S11 0 SEE DETAIL 1. NEW PIPE CONNECTIONS TO EXISTING DRAINAGE a� SHEET D-1 STRUCTURES SHOULD BE WATERTIGHT. \� FARO"',/% / CLEANOUT , P-16: 2. CONTRACTOR SHALL REUSE EARTHEN MATERIALS � ° ° ' is-c ! 0 30'OF 8"HDPE 0�°° °ESS/ 2 _ FROM CUT AREAS AS FILL WHERE NEEDED, IF o of _4%°°°0-9 R ARIAN E T-17 -- CONNECT TO --- a° I SLOPE: 1.00% _ ° � 9 - '�- DEEMED SATISFACTORY. IMPORT FILL WILL BE °Q < TREAM BUFF Noc=Sns „ DOWNSPOUTS AND RIM=511.8 - SEAL PROVIDE CLEANOUTS I! OUT=508.6 REQUIRED AND SHALL BE CLEAN WITHOUT STUMPS, 0 24627 = I, FILL RAMP WITH ON 5 LF OF 6"HDPE Ij o ROOTS, OR ROCKS. ol O ROOF DRAIN PIPES °° <v F - FILL DIRT TO I ST-19 (DI) 3. ALL DISTURBED AREAS WITHIN CONSTRUCTION OR ° � o M 50 .1 N G E J I 1N=5 _ MEET EXISTING RIM=510.00' ACTIVITY LIMITS SHALL BE SMOOTH GRADED % 9 ° ....... \ O =503.1 --- GRADE ON 8"x6"WYE INV OUT=504.14'(P(18)) Q S� I CONN T EX ST 6 ° SEEDED, AND MULCHED ONCE THOSE AREAS ARE A EXISTING URB SOUTH SIDE OF WATERPROOF BASEMENT WALL TO COMPLETE. �eMn I AND UTTER AD 'I WALL. FINISH EXISTING GROUND, 150 LF,5'HIGH - P 18 4. SEDIMENT SHALL BE CONTROLLED AT ALL TIMES 09-04-2020 WITH SOD. 51 I 12.06'OF 12"HDPE OR GE CO Y CLASS B RIP P REMOVE ON OINT O c i T' "t " _- �a - - -- ! AREAS.NOT ALLOWED TO ENCROACH ANY PAVED �` SLOPE:5.00% AND 15,% RCP A REPLACE " - -- ! ST-13 DI o DB 205 PG 2 I L - ue I ( ) ULONG X 12" ICK V�ITH FE �e "e °e i%;='HI-' I 5. ALL LANDSCAPING THAT IS DISTURBED SHALL BE '� a) PB 102 P 36 EE I GE 5 !i RIM=510.00' REPLACED IN KIND. ALL AREAS DISTURBED BY v P1N987 153612 , ASPHALT I INV IN=503.54'(P 12) > 3 v / / - . CONSTRUCTION SHALL BE RESODDED WITH GRASS 503.8 - INV IN=503.54'(P-16) W m _- - ue _ MIXTURES TO MATCH EXISTING LAWN. -----= OUT=500.9 r i --- - - INV IN 503 54'(P(18)) 0 x - --------------/ = 3 w _ �� EX S 12 INV OUT 503 34'(P 11) OUT=S .0 � Z $Q----- 15"RCP I 15"RCP ' 12 fE IQNE TEAR" � P-11: W - -'`-- "e R1M=505 44.38'OF 12"HDPE m C° RIM- 07.55 ----_ O =499.47 '-- ---____ / IM=502.3 � I "RCP "e--- - e Z � x -Oe-- -Oe--- 1N=50 .9 SLOPE: W L M ue U I` - - - IN=500.1 m FMAIONEX" REPLACE CURB G m OUT=500.1 � 5 EX - O U =502.7 io��// � a 10, I RAMP EX ST- - _ IM=504.3 F IDNE A " Z H / ' a / --- ---- ----- IN=501.7 0 RIM=502.81 ® /Ij ---------- ------------ OUT=501.5I Z x IN=498.6 , ____- R -CORE EJCISTIN DRAINAGE i G Q 00 M OUT= 8.27 -_--__ RUCTURE�O EW 12"PIPE , j W 00 I '----- ------ -------- 1 "oiP ASPHALT ° x I-N c - m o c M Z I`'6 1Pp o CASTING SPECIFICATIONS: > m� E RIM=504.62 ----___ _ _ REPLAC CURB I _ � � �� E I� IN=498.95 -------------- - RAMP 1. GRAY IRON CONFORMING TO ASTM A48 CL35B. N m OUT=49 . 5 --- l 3/4" m n X o •• N �i ASPHALT ! _ 2. DUCTILE IRON CONFORMING TO ASTM A536 GRADE 80-55-06. 1 1/16" m x w ---- 3. CASTINGS TO BE MADE OF RECYCLED MATERIALS,75%CONSUMER ------ / !i WASTE. U J M 2> 3: 10' KE ENERGY E SEMENT _ _ \` II DB 5905 P 73 / ?- ----- 4. CASTINGS SHALL COME FROM A NCDOT APPROVED FOUNDRY. C° I 5. CASTINGS SHALL BE UNIFORM QUALITY,FREE FROM SAND HOLES,GAS M c N ----------- -- � � HOLES,SHRINKAGE,CRACKS,AND OTHER SURFACE DEFECTS. c.0 y CASTINGS SHALL BE REASONABLY SMOOTH AND WELL CLEANED BY co C° ue ue ue ' m SHOT BLASTING.SURFACES OF THE CASTINGS SHALL BE FREE FROM ASPHALT � ------ --- ! M ue a ua a Oe __ I, BURNED ON SAND AND SHALL BE REASONABLY SMOOTH.RUNNERS, ue "e Ue Oe II RISERS,FINS AND OTHER CAST-ON PIECES SHALL BE REMOVED FROM 15/16" L[Ln CASTINGS AND SUCH AREAS SHALL BE GROUND SMOOTH.BEARING II SURFACES BETWEEN MANHOLE RINGS AND COVERS SHALL BE CAST 2 114" OR MACHINED WITH SUCH PRECISION THAT UNIFORM BEARING SHALL PLAN OF GRATE PLAN OF GRATE ! BE PROVIDED THROUGHOUT THE PERIMETER AREA OF CONTACT. SECTION WEIGHT OF GRATE= 132 LBS. WEIGHT OF GRATE=126 LBS. SECTION V J NOMINALLY,CASTINGS DIMENSIONAL TOLERANCES SHALL BE+/-1/16" �j PER FOOT.ALL CASTING WEIGHTS ARE AVERAGE AND APPROXIAMTE M 23 11/16" `�' 24" �° ANGE C NTY VALUES MAY VARY+/-5%. `'j 7/8" 1 1/16" N 6. TRAFFIC SERVICE CASTINGS SHALL MEET OR EXCEED THE LATEST O C 1 3/16" 1 1/2" DB 205 P 242 ! STANDARDS OF AASHTO M306-XX.THE CASTING SHALL BE TESTED ON PB 1 PG 36 Ij A SUITABLE AND CALIBRATED LOAD TESTING MACHINE AND THE I CASTING SHALL HOLD A 40,000 POUND PROOF LOAD FOR ONE MINUTE Pl 9874153612 � II WITHOUT EXPERIENCING ANY CRACKS OR DETRIMENTAL PERMANENT SECTION OF GRATE SECTION OF GRATE r , DEFORMATION.DUCTILE IRON CONFORMING TO ASTM A536 GRADE V v 100-YR FLOODPLAIN I 80-55-06. N 7 N.'845,432.55 7. EACH CASTING SHALL BE IDENTIFIABLE AND SHOW,AT A MINIMUM,THE 2 1 2'-1 1/2"SQ. L E:1,971,511.21 FOLLOWING:NAME OF THE PRODUCING FOUNDRY,COUNTRY OF Z I 2'-0" INTERPOLATE[ + 2'-1/4"SQ. ______------------------"-_"I MANUFACTURE,ASTM MATERIAL DESIGNATION,RECYCLE SYMBOL, 1 ----- I INDIVIDUAL PART NUMBER AND CAST OR HEAT DATE.CASTINGS SHALL N 87'51'48" E -284.09'--.- j INCLUDE ALL LETTERING AS SHOWN ON THE SPECIFICATION DRAWINGS. 1'-8" T -- I I �-------- -- -- -- - - -- -- -- 2'-1 7/8" O \ i CLASS„A„ � 2'-5 1/4" - N I CONCRETE COLLAR GRATE AND FRAME SECTION OF FRAME SECTION OF FRAME C) J I o 292 SQ. IN.OPENING AREA FRAME I 268 SQ. IN.OPENING AREA �:) z =REVERSIBLE ° WEIGHT OF FRAME=120 LBS. WEIGHT OF FRAME=65 LBS. j as TRAFFIC BEARING NON-TRAFFIC BEARING �1 w O I 1/2"DOWEL PIN a TUSCANY, LLC I 24"X 24"DRAIN,GRATE,&FRAME �"� 2 0� OAS (2 FOR EACH SIDE) 24"X 24" DRAIN, GRATE, & FRAME DB 2045 PG 12 a U m GENERAL NOTES : w PB 102 PG 36 1. MORTAR JOINTS 1/2"+/ 1/8"THICK. w ' PIN 9874152266 0 2. USE CLASS"A"CONCRETE THROUGHOUT. 1 Cl) U) 3. USE FORMS FOR CONSTRUCTION I\ ,� 4. DEDUCT FROM PI E(S)FOR TOTAL OCU YDOSROF BRICK MASONRY. (� J U-^ d 8"MIN. 5. USE#4 BAR DOWELS AT 12"O.C. 6. USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS OF NCDOT SECTION 840 OF THE SOLID STANDARD AND SPECIFICATIONS(LATEST REVISION). PROJECT NO. MASONRY 7. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER T-6"IN DEPTH AT 12"O.C..DEPTH SHALL BE MEASURED FROM VARIES a THE TOP OF GUTTER TO INVERT.GALVANIZED REINFORCED STEEL SHALL NOT BE USED FOR STEPS.SEE NCDOT 20_00 /� • ° STANDARD DRAWING#840.66. 4 a 8. A CONCRETE BASE PAD PER NCDOT STANDARD DRAWING#840.00 SHALL BE ADDED FOR REINFORCED CONCRETE PIPES DRAWING NAME: • - SET AT THE FLOOR SLAB. ® GRAPHIC SCALE a CLASS"A"CONCRETE 6" 9. FOR BASINS 8'-0"IN DEPTH OR LESS USE 8"THICK WALLS. IF DEPTH OF BASIN IS OVER 8'-0",WALL THICKNESS SHALL BE CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)AT 10 0 5 10 20 40 V u 12"FROM TOP TO 6'-0"IN DEPTH AND 8"FOR THE REMAINING DEPTH OF THE BASIN. 20-0014 S LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION 10. CONSTRUCT WITH PIPE CROWNS MATCHING. OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CROSS SECTION OF BASIN 11. CHAMFER ALL EXPOSED CORNERS 1". SHEET NO. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE (IN FEET)Know what's b@IOW. 24� X 24� DROP INLET DETAIL THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". REPORT 1 inch- 20 ft. �_� ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. - C111 before you dig. NTS DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B m W FINAL Q BACKFILL MIN.COVER TO MIN.COVER TO NOTE: INJECTION MOLDED FITTINGS ARE AVAILABLE RIGID PAVEMENT,H FLEXIBLE PAVEMENT,H IN TEES,WYES,REDUCERS,45°BENDS AND BELL/BELL COUPLERS. TERMINATION BAR SECURED AT8"O.C. � / WATERTIGHT(WT)JOINTS SHOWN.SOIL-TIGHT(ST) AND WITH TOP AND FASTENERS 6" BUILDING COVERED WITH MASTIC FITTINGS ARE ALSO AVAILABLE. PROVIDE WASHED FACE INITIAL GRAVEL FROM SPRINGLINE - - BACKFILL BEDDING TO 6" ABOVE PIPE HAUNCH PROVIDE 6"PIPE EXISTING MASONRY FOUNDATION WALL.APPLY PARGE COAT TO OBTAIN /\/\/\�\/\' SMOOTH,EVEN SURFACE \ \ \ \ �\ BEDDING CONNECTIONS TO 4"FOR 12"-24"PIPE z \ \ \ \ 6"FOR 30"-60"PIPE SUITABLE ALL DOWNSPOUTS Z \\ \\ \\ \\ MIN.TRENCH WIDTH ADJUST GRADE D EANOUT END CAP � FOUNDATION O NOTES: (SEE TABLE) ADJUST GRADE PER ENGINEERS LAN DOWNSPOUT ADAPTER SELF-ADHEREDWATERPROOFING NEW GRADE.BACKFILL LEVEL 1.ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321,"STANDARD PRACTICE INSERTED IN RISER MEMBRANE OVER PRIMER PIPE �� �� �� WITH SURROUNDING GRADE FOR FINISHED GRADE LU UNDERGROUN/ WITH SLIGHT SLOPE AWAY FROM APPLICATIONS",LATEST ADDITION INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW MINIMUM RECOMMENDED COVER BASED ON 1"THICK PROTECTION BOARD ��� WALL. VECHICLE LOADING CONDITIONS 12"WIDE MEMBRANE STRIP 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, SURFACE LIVE LOADING CONDITION CENTERED OVER CORNER INSTALL TERMINATION WHEN REQUIRED. HEAVY CONSTRUCTION MIN. "FILLET OF LIQUID PIPE DIAM. H-25 (75T AXLE LOAD)` a BAR WITH MASTIC AT 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A MEMBRANE AT TRANSITION ALL VERTICAL DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE 12"-48" 12" 48" INJECTION MOLDED WT ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE TRENCH 45°WYE INJECTION MOLDED TERMINATIONS BOTTOM MAY BE STABILIZED USINGAGEOTEXTILE MATERIAL. 54"-60" 24" 60" INSERT INJECTION MOLDED, WT 45°BEND ' APPLY LIQUID MEMBRANE 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I,II OR III.THE CONTRACTOR SHALL PROVIDE VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER GASKETED SPIGOT BY DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.UNLESS OTHERWISE NOTED BY THE MINIMUM RECOMMENDED COVER BASED BELL REDUCER INJECTION � q� TO ALL SEAMS WITHIN ORIGINAL GRADE.EXCAVATE TO ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4"(100mm)FOR 4"-24"(100mm-600mm);6"(150mm) ON RAILWAY LOADING CONDITIONS MOLDED WT 12"OF CORNER FOR 30"-60"(750mm-900mm). GASKETED 90'BEND EXPOSE TOP OF FOOTING TO ALLOW PIPE DIAM. COOPER CONNECTION OR OTHER TRANSITIONS FOR PROPER INSTALLATION OF 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I,II OR III IN THE PIPE ZONE EXTENDING NOT E-80" APPROX. NEW WATERPROOFING COMPONENTS LESS THAN 6"ABOVE CROWN OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR UP TO 24" 24" . INSIDE CORNER MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM 02321, 30"-36" 36" I` (0 LO 't (y) N 61-71 LATEST EDITION. I 42"-60" 48" 6.MINIMUM COVER:MINIMUM COVER,H,IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE AREAS) FIELD EXISTING MASONRY FOUNDATION COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM IS 12"FROM THE TOP OF PIPE TO GROUND SURFACE.ADDITIONAL COVER MAY BE REQUIRED TO EXISTING MASONRY FOUNDATION OF RAILWAYrIE. BACKFILL HDPE W o W VERIFY APPLY PARGE COAT TO OBTAIN PREVENT FLOATION FOR TRAFFIC APPLICATIONS,MINIMUM COVER,H, IS 12"UP T048"DIAMETER PIPE HDPE PIPE(TYP) Z W x Z W W 2- WALL.APPLY PARGE COAT TO OBTAIN AND 24"OF COVER FOR 54"-60"DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE "`E-80 COVER REQUIREMENTS,ARE ONLY APPLICABLE INJECTION MOLDED O O� _ SMOOTH,EVEN SURFACE SMOOTH, EVEN SURFACE PAVEMENT OR TO TOP OF RIGID PAVEMENT. TO ASTM F 2306 PIPE. WT TEE WITH 6"WASHED OR WYE V] ZO Z O W 7 U>U In SELF-ADHEREDWATERPROOFING A°DEO E-aoi"`oRMAn°" R °ez°'°' ABOVE PIPEGRAVEL TO 6 uP°ATE°DRAwINc R °"+vw c%s Q Lou U j W¢U.1 U 0 SELF-ADHEREDWATERPROOFING sm AOs,iNa Z REV. DESCRIPTION 0V MMIDDIYY CHK'D W W MEMBRANE OVER PRIMER MEMBRANE OVER PRIMER ®am AOs,INn REv o6scRlPnoN BY MMiDonr CHK'D Q Z Z W~Z z N W�'W L, DEPICTED DRAINAGE NSIEMS,INC.(`MSS HAS PREPARED RFO DETAIL BASED NE INFORMATION OR PROVIDED TO ADS. THIS DRAWING S INTENDED TO W'"CKS _ N O ¢0 W=¢¢F U CJ(/)111 DEPICT THE COMPONENTS AS REQUESTED. ADS FVS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT,NOR HAS ADS •`� +0/+8J06 ADVANCED DRAINAGE SYSTEMS.INC.(•MSS HAS PREPARED TNS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO `"KSK 'z W Q U Z W.J p F 1"THICK PROTECTION BOARD INDEPENDSPECIFIC FOR H�SDPRREDO ECTMTE'THE0RDESIGN SUPPLIED. THE ENGINEER SFULLINSTALLATION DETAILS REVIEW THESE DETAILS PROVIDED TOEREIN ARE CONSTRUCTIOH.R SETHEMDESIGN°NS ENG EERS D ARE NOT TYPLCAL �� HILLIARD,OHI04302G NDEPENDENRLVD DEPICT THE CYL'YERIFED THE NENTS AS EORMA DN SUPP ED. THE 6TAllA D OLTAI NOT PERFORMED ANY GSEPROWDED HING OR D REIN ARIGN EE GENERIL RECOMMENM BNS IND ARCES FOR THIS PROJECT,NOR HAS�NOT ROOP DRAIIQ W 45 DSG aWOTRUEMANeLVD - 040203 O ,� < 2=W Q(WjJ Q W W 0 Z Q 1"THICK PROTECTION ENSURE(THAT THE DETAILS PROVIDED HEREINTY TO ENSURE 714E DETAI PPROVIDED ACCEPTABLE THIS PEKE E APPUCAB E NA ONA,S A E,R LOCA REOUIREMEN S WD T D�� ' NTS � FI�TMO ENSURE THE DETAILSIS PROJECT. THE° GPRONOEENGINEER HER N MEETS OR REVIEW EXCEEDSTHE APPLICABLE NATIO(W,SPATE•R ESE ETMLS PRIOR TO CONSTRUCTION. I IS LOCA DESIGN QUIREMENTS AND TO �R CLEANODT .HILUARD.OHI0 a3026 NTS y J Q W'V W Q V W}LU LU _ 12"WIDE MEMBRANE STRIP DRAWING NUMBER STD-101 °" - +oF+ ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. oR.wz s sDa.x W w ¢ O Go I- DRAwiNGNUMBER� STD-1001 '� iDFi x �. ¢ p W U O Z O M BOARD F" D'UZQ-(nxwzz CENTERED OVER CORNER APPROX. Q Z o Z=V)I-Z❑=w a Q 3'-4' � w < F-F-C) LU LL J(n O FIELD VERIFY 12"WIDE MEMBRANE STRIP Q J U W W'D 7 W O Z W CENTERED OVER TRANSITION Z o co w z CO O¢ C) w w ¢LL1 0 0Qg�Qo Tnz5LZLI J_=>O F F�mz OUTSIDE CORNER MIN-4"FILLET OF LIQUID REUSE BRICKS FROM EXISTING WALKWAY MEMBRANE AT TRANSITION LU 1 1l2"SETTING BED MATERIAL W W COVER EDGE OF 6"WIDE BY 12"DEEP CONCRETE SEALER Z Z CURBING FLUSH WITH SIDEWALK. 9' WIDE BRICK PAVER WALKWAY 6"WIDE BY 12"DEEP CONCRETE LU LU MEMBRANE WITH LIQUID CONTROL JOINTS AT I5'SPACING. CURBING FLUSH WITH SIDEWALK. W Wtz MEMBRANE OR MASTICCONTROL JOINTS AT LLi � GEOTC TURN SEPARATION TYPE Z TOP OF EXISTING FOOTING/STEP 1' SHOULDER MAX 2°/Q CROSS SLOPEFABRICTURNUPATEDGE TiF TO Fk/ PEE STjNG W w LL CO w i LU Q QOE S \NGGFZ z } LU O Of 2U (If' I_- Jz0° )Q Z o TOO: LU 2"DID.DRAIN HOLE FILL WITH PEA 4"CONCRETE SUB-SLAB aBELOW-GRADE WATERPR OFING AT WALL GRAVEL LOCATE 5'O.C.ALONG JOINTS AT 10'SPACING Q_ () a Q O LOWEST ELEVATIONS m6 _________ ---------------- NTS ------------------------------------- 4"COMPACTED CRUSHED STONE 2'-0----- ----------------------------------------- ° --- ----------------------------------------- ------------------------_______ COMPACTED SUBGRADE C\ CA Ro EXISTING GRADE _ss/o ° ° F PEDESTRIAN PAVER SECTION °°¢� SEALo '= o o. 24627 ; o 09-04-2020 5' CONCRETE SIDEWALK U U T�F T 13 U \NG G MAX 2% CROSS SLOPE O Fk�ST E W E O�XMp,X 1 -III-1 I-1 I I-1I I-1 I l of 1 1=1 1= =1I I-III-1T_I-1TI aTl-1 m I I I-1�r I M G C'Rgp Z co \ I 1=1 11=1 1=1 11=1 1=1 11=1 I I-III- -III-III-III-III-III-III-III-III I-TI=ITT-T1=1TI=11�=11�=11�=1T1- =11�=11�=11F=11�=11�=111=11�=11� 1' SHOULDER =III-III-III-III-I 1=1 I1=1I 1=1 I I-III_1=1 I1=1I 1=1 I1=1I 1=1 1=1 I1=1I 1=1 1' SHOULDER W I-III-III=III=III=III=III=III-III=111_1=III-III=III=III=III=III=III -111=1I1=1II- I-1I1=1I1=1I1=1I1=1I1=1II_1=111=111=111=111=1I1=1I1=1I =1 I I-1 I I-1 I III=1 11=1 I I-1 11=1 11=1 1=1 I I 11=1 I-I 11=1 11=1 11=1 11=1 1= ------- --------- ---'------------------_I11=L1L=111=1 11L-111=111=llL=J11=111=11L IJ=L11-111_I11=11L=111=1L_____--------------- Z ~ Z a x C9 LL 4" THICK SIDEWALK o .Q DO co JOINTS AT 5' SPACING N DO 3000 PSI MINIMUM EXISTING GRADE T MU a)Zco o COMPACTED SUBGRADE =;; E CONCRETE SIDEWALK SECTION C X °`1� m c W LL) 3 OOTn.CN _ 2G U J MY> 5 SIDEWALK(5'STD.) OM co 02 CO NOTES: O O O O P � H H-r 1. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING ~> NOTES: ~> Q ,may` a"R e" UTILITY STRIP B Q F Q F 3 . PLANS OR AS DIRECTED BY THE ENGINEER. Q F 3 Q F 3 oe'tia`5`c 4'x a' DROP culls z'°ErecrnsLE o.oz l I'l N,,O U N¢ U 1z-1 C)e=7 V CONSTRUCT STANDARD SIDEWALK 5' WIDE AND 1z-1 s e=7 V 4',4'c aaCL W.cjB xI D o:o. NON.) 0.02(NORM.) LL OLL-Z LL-1Oa IHZ 2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE LL ccItiZ LL_1,ItiZ �-I oo x oo x oo = 4" THICK UNLESS OTHERWISE DENOTED ON PLANS. oo = O O MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. O vJ Cc Cc LU LL= WQ Cc ZLL= WQaLL= WQaLL= V 1 r• 12:1 MAx RARP I 020cD F-U OC7 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 H02OC7 PLACE A GROOVE JOINT 1" DEEP WITH Yg" RADII 1�" RAD SURFACE OF LUcU2O1, J ♦r Q ly Q Iti WITHIN THE PEDESTRIAN CROSSWALK LINES. Q _ Q ly H x I' IN. �H~OW I III III I �H~zOW rpF~p111 IN THE CONCRETE SIDEWALK AT 5' INTERVALS. SIDEWALK coz~z0 Lu 2 LLo ly Q I I I I I I I I p'••'Q 4. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM. O`•I Q ONE JOINT SEALER LL N eYe I SECTION B-B z ;¢ III III o >� o >¢ Lg" EXPANSION JOINT WILL BE REQUIRED AT 50' oo?QQ 'gyp z Iti z IH INTERVALS. A " EXPANSION JOINT WILL BE REQUIRED Z '•" 7e'PQr ~lH ~> 5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT 4�Fy ST:DEwaLK 5 M a' J� P F W p W❑ PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. W p WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. W O ELEVATION W1�S RB .• .•�' .�" O TRANSITION DROP TRANSITION ❑ \ p ❑ • • - ?•e o • ;••4,?•e' ❑ P cuRB I I II II I I SIDEWALK SIDEWALK___ 6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK. SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION • 1,z"•JOINT WIDTH ' _ o oJOINT FILLER SEE NOTE 12 1 REQUIREMENTS AND CONSTRUCTION GUIDELINES. ~� VARIABLE SLOPES NOT `•� I II II I SEE NOTE 10 F� 7. CONSTRUCT CURB RAMPS A MINIMUM OF 4'WIDE. T = SIDEWALK THICKNESS TO EXCEED 10:1 SECTION A-A SEE NOTE 4 J 4'-0" (TYP) �, .� STOP LINE na,ai B. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33%MAXIMUM. TRANSVERSE EXPANSION JOINT r 1 ISOMETRIC VIEW ___- �0 i 9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2%MAXIMUM. IN SIDEWALK v SIDEWALK SIDEWALK _ io SIDEwnLK [[ f SEE __ SIDEWALK �v 'SIDEWALK ¢ 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10°c MEASURED ALONG THE CURB LINE. W CC CIC PAY LIMITS FOR CURB RAMP EXPANSION JOINT -_- - O o SE TD.846. LL I= NOTE 12 ,; LL Q LL LL NOTE; A PORTION OF ONE OR BOTH RAMPS LU SEE ,�-,y I 4'-0" (TYP) W MY EXTEND OUTSIDE THE RETURN. C7 H w L`� )� 0 F 11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5%AND MAINTAIN A C7 0 Y NOTES: Z (- NOTE 3 Q SEE NOTE 4 �\ Z z z J 1.DETECTABLE WARNING DOMES WILL COVER 2'-0"LENGTH AND FULL WIDTH OF THE Iti STOP LINE - io tD SEE NOTE 10 \\ `\ H SMOOTH TRANSITION. Iti Iti Q RAMP FLOOR AS NINYN ON THE DETAILS. kv 2.DETECTARLE WARNING DOMES WILL CONTPIST VISIBILITY WITH ADJOINING SURFACE,EITHER LIGHT-ON-DARN, EXPANSION JOINT Q O - ----- _____ \\ \ Q C7 12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2+k IN ANY DIRECTION. CONSTRUCT LANDINGS FOR Q U) Q 3 OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP. LDa SEE NOTE 1 Cr d ❑ _--- - - --___ \` `1 2 ❑ Cr IL Q W SIDEWALK \ \\ `\ �i. MEDIAN ISLANDS A MINIMUM OF 5'XS' WITH A MAXIMUM SLOPE OF 2� IN ANY DIRECTION. 4'xs• O Z ___ _____ _____ � O Z O s ❑ G I.wsxxo a RAMP WIDTH AREA IS VARIABLE \ ❑ Q \ �\ \ Q 1 EXPANSION JOINT y \\ \ �� ❑ y 13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6'WIDE. CONSTRUCT MEDIAN ISLANDS ❑ W ❑ y (SEE STD.845.01) Q ¢ Cc DO TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND. Q F W A W«A+8" x B ❑ m > \ ❑ m o ❑ o L�" EXPANSION JOINT Q 0 0 0 0 0 o sroEvuLK z DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. \ m z / FILL " WIDE x 1" DEEP GROOVED OR ❑ W O O O O O O 5' 0.0' 5.8' 5.B' 5.0'• Q U \ z y 0 14. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH z z 11 6' 0.0' 8.8' 6.8' 8.0'•" Q PEDESTRIAN CROSSWALKS VINO STOP LINES FOR TEE INTERSECTIONS V Q THE SURFACE STREET. Q / SAWN JOINT WITH JOINT Q W b O O O O O O 0.9 R TO 1.40 R 7' 0.0' 7.S' 7.3' 6.5'•- � �i W c0 V W N V / SEALING COMPOUND N U ss S' 0.0' B.8' 7.3' 9.5'•• N DETAIL SHOWING TYPICAL LOCATION OF CURB W 15, CURB RAMPS WITH RETURNED CURBS NAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP- THE ADJACENT SURFACE BUILDING, V 0 THAN 50!TO N0 MRE 5' 2.0' 7.8' 7.W 5.0' 4'X 4'CLEAR SPACE / } O RAMPS. PEDESTRIAN CROSSWALKS AND STOP LINES > O IS PANTING OR OTHER NON-WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. >_ WALL, ETC. / 1/8" RAD 118" RAD } Z Z OO OO pO pO O0 TINN 89x of THE BASE 5' 2.5' B.3' B.1' 4.8' Q a- Q LL Q •.'P •.'P Q DIAMETER CROSSWALK LIMITS. 3 0 3 0 3 /, a 3 O 5' 3.0' B.B' B.3' 4.4' (SEE NOTE 10) '•• 5' 3.5' 9.3' 8.4' 4.V Q a Q d 16. PACE A L1" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01 Q - >?.:'"• •�'->;•<'•�• P..•: P. Q V Z = 0 0 Q 6' 4.0' 9.8' 8.8' 3.8' 2'MIN.CURB 0 0 0 / 'n�.4 0 Z Q O BETWEEN RAMPS 5' 4.5' 10.3' B.7' 3.4' � EY 1' / Q I 17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING 3IONAL3 AS SHOWN IN THE PANS OR A3 SHOWN IN THE MUTCD. U) 6' 6.0' 10-B' PROPOSED '' e' e'e'o:e�'e''.e•e'Ie:e•e• ig" ` t.s"To 18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS. CONCRETE PR••P.�`ia-� LLIO$ 2 4B=X-(A.8") SEE NOTES RDASYMB SIDEWALK CONC. PAVEMENTB-oISTANCE FROM FRONT EDGE OF SIOEWALK P R SY�a CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.TO BACK PDINT OF 1E:1 (UIRED) RALLCR PROPOSED CUB RAMP W/ LANDI ALLOWABLE LOCATION$ :;o�.>:,.;, BACK OF SIDEWALK DflOP REQUIRED FOR ALLV R "G ------------------- DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK n'.,.'.'.��.".F... •SIDEWALK SLOPES. • BACK OF SIDEWALK DROP REQUIRED FOR PLAN VIEW FR PROPOSED PROPOSED OR FUTURE SIDENALK DUAL RAMP RADII..........•ANY SIDEWALK SLOPES D.04. DUAL RAMPS cum RAMP rr � '/� DETECTABLE WARNING DOMES (4'MIN. FLOORWIDTH) SHEET 1 OF 3 SHEET 2 OF 3 SHEET 3 OF 3 SHEET 1 OF 1 I� vJ J 848.05 1848.05 848.05 1 848.01 1--4 � 00 J Uj cn CN 0 01 PROJECT NO. 20-0014 DRAWING NAME: Know what's below. 20-0014_D Cal before you dig. SHEET NO. D-1 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B m 2m oN oy LU FRAME GRATE AND DROP INLET PLACE AND Q Q 02 03 ~3 ~3 Q SEE STD. 802.02 FOR SEAL EXPANSION JOINT AROUND FRAME) ¢F 3 O.35 -'02 0,2 (O •• /.O1 .03\ fO �- r r OFFSET BLOCKS GUARDRAIL POST AND i• LLJOHU I.�-��',o.O6 .O8 9 OO .-QO- a .°- .v _ - ... •.5 HrQC=7U _-_-_---_-_- --\SLOPES -- 'Z-'¢0U }'v' RAIL X 0O0_=Z I.-`.04 T- o.v o. .:o I� '•:°:•� v' ° n O-JL ►� �j CC LL O-J L" EXPRESSWAY GUTTER �c�ai¢o= ,2" \.100-- -- 12' -- 03 o ��¢o= L L c �C= SEE STANDARD 846.01 Q F LU Q F N Q F N 5LINE N F O W co O W y H O W iv ----- LL+-1 J _ - 2 LL 1--1 J CURB AND GUTTER OR AS TRAM ITI N Q LL H J Y Y O O fn 2 02 0, 02 - z.02 02 ID v /•O6 �04 O O CY1 PAY DIRECTED BY ENGINEER O O Cn I Z ►i -- 34 OS - 0�27 - 02 _01 -� - Z LIMITS AP Z H a 1>•I I'�._o*�_ 05 o s. o-. • .- - U) •0'. '0 h ~� IN RADII RADII SEE r9 iv o_ - Imo-_ o,o•. i•. :••.o.•q'- a••r Y'c Y.-,q r+^, `,a PAY LIMITS PLANS) (AS SHOWN O-11 GENERAL NOTES: I W❑ v- I .02 W❑ <�<f< „k •Y `•,�I' IN RADII W❑I ❑ 12 09 12" 04 p ;>> y^: ++,, i /� ON PLANS)-PAYFOR TRANSITION SECTION AS A 2'-0" 4;,•„CONCRETE EXPRESSWAY GUTTER. -__-__-__ ?w'y' 'f ------•--. 12 -GUARDRAIL OPTIONAL 5'+/- 5'+/- 5'+/- '>�;l,f,, ,. .��t ,�+ -1.-- -- ---.--- j1A CONSTRUCTION °``,'°('^CONSTRUCTION ,c) f(,"r 4' D" �''(<- ��')^ GUTTER CE OF CURB JOINT 15'+/- TRANSITION SECTION JOINT .O2 0, .02o /.03 � .09 L- �t;<'{rj�'� �"'�4'�f+<�';) 33 04 Oq -- 0.25 04 -.02 NORMAL A. TE� �Ci- --X Z (__ o_�_ -- :.•:D. CROWN :?:: • ° i. . ^ L_A zz .08 v•. PLAN 2 12" � 12" 00 7" .01 /.05 Q DRIVEWAY WITH EXPRESSWAY GUTTER TRANSITION DRIVEWAY WITH 2'-6" CURB AND GUTTER ¢ 0 Z U_ cr W PLAN VIEW OF TYPICAL CURB AND GUTTER OCCURENCES U_ W c � roc �Dc w TOTAL SHOULDER WIDTH 6'-3" 6'-3" 8'-3" Z W e 08 Z W Z I-W a 02 0, 2 02 /.04 .00_ 1 o L- H 0 F � 3 GUARDRAIL POST SPACING 3 O3 03 -- O.25 _,04 -.03- _ _ _ o/. .. . _ 3 C7 3 v, GUARDRAIL J '� I.'a''�•-• •v•�007 i0 p.?:.;':o.':v f� t0 -•'.0• �'.�, n 2 :o. OFFSET BLOCK (STD' DWG' Q 12" - - 0" ❑ 07 .. ❑ w� „ O„ 15rr 2r-0„ „ _ ❑ w�j 1" OFFSET FROM BACK OF CURB 862.01) 7" 12'r .00 /.OB m �" m TO FACE OF GUARDRAIL POST. ❑ ❑ p� 0.04 ❑ cc POST Q Z Q LG. I •..°-.... L -•-'.• Q (/( - ❑ ._ ❑ (�m VMIABLE - 10'SUOGESTED VARIABLE - i0'SUGGESTED � � � (,71 m 2 4" r, Z ~ w Z SECTION A A SECTION B B SECTION C C Z MATTING FOR � 3'-) LU EROSION CONTROL FLOW LINE ,� +('UTTER H H W -02 3T .02 .02 _O2 0,P5 _•04 -.04- - ''P /.05 _ /•Ol /.11 s= V ---A--------- ------------ C EXPRESSWAY GUTTER TRANSITION GUTTER 2'-8" CURB&GUTTER N V DR P INLET Tn W •• cn -Irf .7 LU LU FLOW LINE $ x 12" •O8 7„ 12rr .00 err /.01 /Q7 3 (,�Z JOINR A ELERF JOINT SEALER 3 Z SEE STD.'S 840.20, 840.29 AND ❑ W ❑ Z a - ,9" RAO ' RAO O Z Q GUTTER GUTTER EARTH MATERIAL ) SEE STD.'S 840.17, 84D.18, 840.19, Q BERM VARIES 2'-0" 2'-0" Q Q O 840.37 FOR FRAME AND GRATE AS 840.26, 840.27, 840.28, 840.35 AND O O (� 12 -„ (� INDICATED BY THE ROADWAY PLANS. OC 0 e'-O" NORMAL CC EDGE OF PAVEMENT C ,.° ;.°-•RIAEIL Cr L_I 840.38 FOR DROP INLETS AS INDICATED _ Tffi� 08 - B 1'1 - 1" �L,Al10 TOPIPE SEE TYPICAL SECTION FOR BY THE ROADWAY PLANS. BUILD DROP •02 O, .02 . /.02 .12 �SHOULDER COMPOSITION INLETS WITHWT APRON. 30 .Ol .O1 -- O.25 -.O4 -•O5- - A EXPANSION JOINT CONTRACTION JOIN (0 LfC�• ' PLAN VIEW OF TRANSITION SECTION X-X SECTION Y-Y 12" `.05 } 12rr .00 7" /02 "'08 NOTES: L EXPRESSWAY GUTTER TO 2'-6" CURB AND GUTTER -IN THE TRANSITION FROM 4'-0" CONCRETE EXPRESSWAY GUTTER TO 2'-6" CONCRETE CURB AND GUTTER, PLACE It" EXPANSION JOINTS AT 25' INTERVALS. -PLACE GROOVE JOINTS 1" DEEP AT 12'-6" INTERVALS BETWEEN EXPANSION JOINTS. Z LL O'Z LU __ SECTION VIEWS OF SECTION VIEWS OF -FILL AND SEAL THE TOP Lk" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION O O O O U F DROP INLET INSTALLATION IN EXPRESSWAY GUTTER SHEET 1 OF 1 EXPRESSWAY GUTTER IN SUPER ELEVATION 2'-6" CURB AND GUTTER SUPERELEVATION RATES "60 JOINTS WITH APPROVED JOINT SEALING COMPOUND. SHEET 3 OF 3 w zo z 2 w 5 z m U z 846.02 846.01 o Z � }��W��W a LU o � > az Q L<U U-To<a-Uo U)LU OU C7 W a W2L.D W Oz-<uLU � w��2,- LWZ ? w w¢O Z O m F (� cD LLZF__I wao --------- ----------- --- --------- --------- --------- ------ z O =U o:z U= z W � ZUr Oa z 01�=X w Oz W p az�LL� O a Z o Q v o���UQ a 5�a PERMANENT SEEDING IN NORTH CAROLINA (TABLE 6.11 L) ° � z o�zw00�U) W <LUQ oo¢3¢Ow SEEDING MIXTURE NON-WALKSORPACE ' F-z RGRWALK SURFAEE \ / SPECIES RATE(LB/ACRE) TRENCH WIDTH PLUS 2' ;;;;; "' ��� TALL FESCUE 250 EXISTING PAVEMENT DRIVE \ SERICEA LESPEDEZA 20 e•.1.Co-CUFF KOBE LESPEDEZA 10 ~ ~ 3"SF 9.5A(2 LIFTS) 6".fS"CONCR£rEcuRe O\ 50 Z Z il y DfiTECTADtfi WARNMG J O O O v v v J 0 0 0 G v EE R.s.D. Ixc SGRFACfi SBfi R.SDN.BN.M suR aceE srAD vax.ara.os O -' •' (� O0O0O0 ODODODODODODODODODO� - '�� j/ w Z 11 I- LU F- 0 0-0-0 SEEDING NOTES � � uNDINc wmrX �'/� j / ME LU :5i 1. AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED. _ y 2. WHERE PERIODIC MOWING IS PLANNED OR A NEAR APPEARANCE IS DESIRED OMIT SERICEA AND U U) cn :•e'cURR&cU"E INCREASE KOBE LESPEZEDA TO 40 LB/ACRE. LU Q ze-CUFF a cUrlars•''. NEW ABC, 12"MIN. DEPTH 3. TO EXTEND SPRING SEEDING DATES INTO JUNE,ADD 15LB/ACRE HULLED BERMUDAGRASS. w LL LU w 1' 1' SmEW,� �,,, HOWEVER,AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER. z Q OEQ SIDBWALR WID9X 5'MIN. (flJ Q Z LUQ Q 5'MM. TYPE 1 B NURSE PLANTS w O LU Of BETWEEN MAY 1 AND AUGUST 15,ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SUDANGRASS. O U) } O TYPE 1 A PRIOR TO MAY 1 OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE(GRAIN). U ¢ U O z ¢ o N TRENCH DEPTH VARIES o v D-coNcxsrfiCURB SEEDING DATES � (D Of Q � CCD � o PIPE OR CONDUIT BEST POSSIBLE o am o LL o FALL: AUGUST 25-SEPTEMBER 15 AUGUST 20-OCTOBER 25 LATE WINTER: FUBRUARY 15-MARCH 21 FEBRUARY 1 -APRIL 15 zBRo faro% o sa°"'''X `^•••;-.., FALL IS BEST FOR ALL FESCUE AND LATE WINTER FOR LESPEDEZAS.OVER SEEDING OF KOBE �\���°°pFEss/O�0ol 5�. J t 'tx LESPEZEDA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. _ o Q� 9�°o 0°0 ; 00°0 (D _ l °°°° �7f�; 0 24627 PAY LIMITS FOR 1 CURB RAMP °°°° ------- --- •••.....,.•.• SOIL AMENDMENTS coNCREJE DEPRESSED CURD APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,OR APPLY 4,000 LB/ACRE GROUND = °° TRENCH WIDTH AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. O �NGINEF�' J VARIES DEPRESSED re• gnAn� MER MULCH i CURB 6 GUTlER MIN / 833%(/L:D MAX RAMP SLOPE g,)J%ULI)MAX SLOPE '- CROSS SLOPE:Z- TYPE 1 ANDNDEVELOST NDAUNIT APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.ANCHOR P Office 919-707-6950 F 919-950=4119 STRAW BY TACKING WITH ASPHALT,NETTING OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING JO CURB RAMPS REQUIRE A(4'-0")MINIMUM LANDINGt'i{J�i_�-� NOTES WtTX A MAX/MUM CROSS SLOPE AND LONGITUDINAL SLOPE CURB RAMPS 09-04-2020 J OF 2.00� wXERE PEDESTRIANS PERFORM TURNING MANEUVERS. TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. SLOPE TO DRAIN TO CURB. - Directional Ramps 1. PAVEMENT CUT SHALL BE A STRAIGHT EDGE AND CUT WITH APPROPRIATE SAW CUTTING EQUIPMENT. REFER IO ROADWAY STANDARD DRAWING NUMBER BrS.OSSXEET J OF 3 FOR ALL RAMP NOTES o6:61xnF Br: s.xowE6rox nf11 MAINTENANCE MOEE V) BY: TE: ME'ISPEC. OPTF: 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY OF AT LEAST 95%OF THAT REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.MAY BE MOWED ONCE OR OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL AND 6"COMPACTED LIFTS IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. TWICE A YEAR,BUT MOWING IS NOT NECESSARY.RESEED,FERTILIZE AND MULCH DAMAGED AREAS W 3. THE FINAL 12"OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100%OF THAT OBTAINED BY COMPACTING A SAMPLE IMMEDIATELY. U OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT. 4. THE ENTIRE THICKNESS/VERTICAL EDGE OF CUT SHALL BE TACKED. SEEDING SCHEDULE vi x 5. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH 13 w LEVEL PATCH. 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL Z 6. PIPE BEDDING SHALL BE PER LOCAL MUNICIPALITY STANDARDS. CONDITIONS, IF AVAILABLE. LU > W - 7. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE ENCROACHMENT PERMIT. 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. W DI 3.) REMOVE ALL LOSE ROCK, ROOTS,AND OTHER OBSTRUCTIONS LEAVING SURFACE Z .C) REASONABLY SMOOTH AND UNIFORM. Z c5 4.) APPLY AGRICULTURAL LIME, FERTILIZER,AND UNIFORMLY AND MIX WITH SOIL(SEE W U co BELOW-). G G) 5.) CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED Q ~ rn ASPHALT PAVEMENT PATCH DETAIL IS PREPARED 4T06INCHES Z 6.) SEED ON A FRESHLY PREPARED SEEDBED AND SEED LIGHTLY WITH SEEDING U) aai U')LL EQUIPMENT OR CULTIPACK W .` NTS co 7.) MULCH IMMEDIATELY AFTER SEEDING I� M 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY RESEEDINGS WITHIN THE N ccyo) PLANTING SEASON, IF POSSIBLE.STAND SHOULD BE OVER 60%DAMAGED,REESTABLISH M °U N WITH ORIGINAL LIME, FERTILIZER AND SEEDING RATES. -> o a)z�a 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND FERTILIZATION AFTER > D 0) E PERMANENT COVER IS STABILIZED. 0 Q) o w� 6) c LU °i 3 "APPLY: U N AGRICULTURAL LIMESTONE-2 TONS/ACRES(3 TONS/ACRE IN CLAY SOILS) U J M 2 3 FERTILIZER-1,000 lbs./ACRE-10-10-10 .00 SUPERPHOSPHATE-500 Ibs>/ACRE-20%ANALYSIS MLCH-2 TONS/ACRE(5000 LBS/AC FOR STEEP SLOPES)-SMALL GRAIN STRAW ANOTHER-ASPHALT EMULSION @ 300 GALS./ACRE SEEDBED PREPARATION MAINTENANCE: NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS ANG GULLIES DEVELOP,THEY MUST BE FILLED, RE-SEEDED,AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD. DAMAGE TO VEGETATION FROM DISEASE, INSECTS,TRAFFIC, ETC.,CAN OCCUR AT ANY O TIME. HERBICIDES AND REGULAR MOWING MAY BE NEEDED TO CONTROL WEEDS. DUST AND SPRAYS MAY BE NEEDED TO CONTROL INSECTS. WEEK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED,MULCHED,AND RESEEDED AS PROMPTLY AS POSSIBLE. U w 04 w W-4 OTC) Z zQ � � U)� � LL, ° J < 0 Q `� U) LUH O e0 J cn � � = 0 PROJECT NO. 20-0014 DRAWING NAME: Know what's below. 20-0014_D Cal before you dig. SHEET NO. D-2 DocuSign Envelope ID:070B66C7-CDE2-4A08-BE62-07FA613FD05313 USUMMIT 320 Executive Court, Hillsborough, NC 27278 DESIGN AND ENGINEERING SERVICES Phone // 919.732.3883 Web // www.summitde.net December 18, 2020 Angel Barnes Orange County Asset Management Services abarnes@orangecountync.gov Re: Orange County Stormwater Services Board of Elections Building Addendum #1 This Addendum, applicable to work designated herein, shall be understood to be and is an Addendum. As such, it shall be part of, and include in, the contract, and modifies the original bidding documents. The following documents are to be incorporated in the bid documents: Orange County Construction Contract Orange County Dispute Resolution Orange County Minimum Insurance Requirements The following questions were asked at the pre-bid meeting and/or changes have been made to the plans and specifications to clarify issues raised. A list of attendees for the meeting is attached. Item#1 —Drawing D-1 Replace Sheet D-1 in its entirety with the revised Addendum #1 sheet. Clarification has been made to final grade/waterproofing location and waterproofed/dampproofed note. Item#2— Specification Section 07-13-00 Replace Specification Section 07-13-00 in its entirety with the attached revised Addendum #1 specification section. Item#3 — Specification Section 334600 Section does not apply to this project. Section was included in case subdrainage piping was needed. Item#4—Flared End Section The flared end section is located within the Ecosystem Conservation Area. The work area to access the pipe is limited to directly from the parking lot, and minimal disturbance to repair the pipe and riprap is allowed. The width of disturbance should be 10' or less. DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B Item#5 —Fiber Optics Line There is a fiber optics line coming from the north end of the building that will be marked prior to construction. Utmost care must be taken while working around these lines. Item#6— Schedule The Board of Elections will NOT have a Spring primary, so there will not be any work restrictions on the outside of the building. However, the existing handicap ramp needs to remain in place as long as practical. Item#7 —Bid Bond A bid bond is needed on the project for this informal bid. Item#8 —Paver Sidewalk The question was what type of bedding is needed for the brick. The detail calls out for 1 %" setting bed material which is a concrete sand. There are railings on the porch on the right side, they are to be removed. On the left side where the access ramp is removed no railing system is required. The edge of the entry where the ramp is removed shall be finished with a brick edge. End of Addendum#1 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B [Departmental Use Only] TITLE FY NORTH CAROLINA CONSTRUCTION AGREEMENT UNDER$250,000.00 ORANGE COUNTY THIS CONSTRUCTION AGREEMENT (hereinafter called "Agreement"), made as of the day of , 20 , by and between , (hereinafter called the "Contractor"), and Orange County, a political subdivision of the State of North Carolina, (hereinafter called the "County," "Orange County," and/or"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 (Sheet dated ) b. Written specifications prepared by the project engineer. C. proposal dated , 20 which fully describes the work to be performed. Such work will hereafter be called the "Work". d. Related documents listed under Section 1 above. 3. TERM AND SCHEDULING Revised 11/19 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B a. The Contractor agrees to commence work pursuant to the written Notice to Proceed. b. The Contractor agrees to complete substantially all Work by , 20 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. 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, Revised 11/19 2 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B or credentials and that such licenses certifications, or credentials are current, active, and not in a state of suspension or revocation. f. 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 including all of Owner's property in Contractor's care, custody, or control, and all such property while it is in transit. g. The Contractor is solely responsible for obtaining all permits necessary to complete the Work in compliance with all local, state, and federal laws. 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 Dollars ($ ). 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 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 (as determined by the County) 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 Revised 11/19 3 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 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 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 hlt2://www.oranaccountync.gov/departments/Turchasina division/contracts.php). If Owner's Risk Manager determines additional insurance coverage is required such additional insurance shall be designated here (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. To the extent authorized by North Carolina law 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. It is the intent of this section that the Contractor shall indemnify the County to the maximum extent allowed by law. 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. Revised 11/19 4 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 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 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. c. 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 Revised 11/19 5 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 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. 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: Contractor: Orange County Attn: P.O. Box 8181 Hillsborough,NC 27278 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. Revised 11/19 6 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 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. 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. i. The County has designated( )to act as the County's representative with respect to the Work and shall have the authority to render decisions within guidelines established by the County Manager and/or the County Board of Commissioners and shall be available during working hours as often as may be reasonably required to render decisions and to furnish information. j. 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.oranaecountync.gov/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. k. 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 I I A 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. If the Contract Documents do not otherwise address liquidated damages, such damages shall be in the Revised 11/19 7 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B amount of five hundred dollars ($500.00)per day. 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 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. Revised 11/19 8 DocuSign Envelope ID:070B6BC7-CDE2-4A08-BE62-07FA6BFD053B 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 CONTRACTOR Signature Signature County Manager Printed Name and Title Revised 11/19 9 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B ORANGE COUNTY-DEPARTMENT USE ONLY Party/Vendor Name: Party/Vendor Contact Person: Contact Phone: Party/Vendor Address: City State: Zip: Department: Amount: Purpose: Budget Code(s): Vendor # (N/A if new vendor) Vendor is a BOCC consultant? Yes ❑ No❑ Contract Type: (Check one)New ❑ Renewal ❑ Amendment ❑ Effective Date Approved by Board Yes❑No❑ Agenda Date: This agreement is approved as to technical form and content and I as Department Director affirmatively state work on this project has not been initiated prior to execution of the agreement: Department Director's Signature Date: Agreements for emergency services or repair are not subject to the above affirmation. If services related to this agreement have already begun or been completed please briefly describe the nature of the emergency condition that was addressed: Risk Management This agreement is approved for sufficiency of insurance standards, specifications,and requirements: Office of the Risk Management Officer Date: Financial Services This instrument has been pre-audited in the manner required by the Local Government Budget and Fiscal Control Act: Office of the Chief Financial Officer Date: Legal Services This agreement is approved as to legal form and sufficiency: Office of the County Attorney Date: Clerk to the Board Received for record retention: All Docusign contracts must be copied to Sherri Ingersoll upon completion: singersoll@orangecountync.gov The following signature block is for hard copies only and is not required for Docusign contracts: Office of the Clerk to the Board Date: Revised 11/19 10 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B ORANGE COUNTY NORTH CAROLINA DISPUTE RESOLUTION RULES AND PROCEDURES FOR ORANGE COUNTY DESIGN, BUILDING CONSTRUCTION, RENOVATION,AND REPAIR PROJECTS RULE 1. INITIATING MEDIATED SETTLEMENT CONFERENCES A. Purpose of Mandatory Settlement Conferences. Pursuant to G.S. §143-128(f1) and 143- 135.26(11),these Rules are promulgated to implement a mediated settlement program designed to focus the parties' attention on settlement rather than on claim preparation and to provide an opportunity for orderly settlement negotiations to take place. Nothing herein is intended to limit or prevent the parties from engaging in settlement procedures voluntarily at any time prior to or during commencement of the dispute resolution process. B. Initiating the Dispute Resolution Process 1. Any party to a County public construction contract(referred to herein generally as the "Contract") governed by Article 8. Ch. 143 of the General Statutes and identified in G.S. § 143- 128(f1) and who is a party to a dispute arising out of the Contract and the construction process in which the amount in controversy is at least$15,000 may submit a written request to the County for mediation of the dispute. 2. Prior to submission of a written request for mediation to the County,the party requesting mediation should give notice of any and all claims in accordance with their respective contracts, obtain decisions on the claims as required or allowed by their respective contracts, and attempt to resolve the dispute according to the terms and conditions in their respective contracts.The Mediator may adjourn any mediated settlement conference if the Mediator believes, in his or her sole discretion,that the parties have not satisfied all of the terms and conditions of their respective contracts and that doing so will enhance the prospects for a negotiated settlement. C.Condition Precedent to Litigation. Before any party to a Contract may commence a civil action against the County seeking remedies for breach or non-performance of the Contract by the County, said party must first initiate the dispute resolution process under these rules and attend and participate in good faith in the mediated settlement conference. RULE 2. SELECTION OF MEDIATOR A. Mediator Listing.A List of Mediators acceptable to the County is maintained by the County Attorney and that list is incorporated by reference into these Rules. B. Selection of Mediator.The party requesting mediation shall select a Mediator from the List of Mediators and shall file,with the County, a Notice of Selection of Mediator within 21 days of the request for mediation. Such notice shall state the name, address, and phone number of the Mediator selected. If Revised 11/19 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B the Mediator selected is not available or declines to participate for any reason,the requesting party shall select another person from the List of Mediators. If the party requesting mediation does not select and designate a mediator within 21 days of the request for mediation,the County shall have the right in its absolute discretion to appoint a mediator from its List of Mediators. C. Disqualification of Mediator. Any party may request replacement of the Mediator for good cause. Nothing in this provision shall preclude Mediators from disqualifying themselves. RULE 3.THE MEDIATED SETTLEMENT CONFERENCE A. Where Conference is to be Held. Unless all parties and the Mediator otherwise agree, the mediated settlement conference shall be held in county seat of Orange County.The Mediator shall be responsible for reserving a place, making arrangements for the conference, and giving timely notice of the time and location of the conference to all attorneys, unrepresented parties and other persons or entities required to attend. B. When Conference is to be Held.The mediation shall be completed within 90 days after selection of the Mediator unless all parties to the mediation agree to a different schedule. C. Request to Accelerate or Extend Deadline for Completion. Any party or the Mediator may request the County to accelerate or extend the deadline for completion of the conference. Such request shall state the reasons the acceleration or extension is sought and shall be served by the moving party upon the other parties and the Mediator. Objections to the request must be promptly communicated to the County and to the Mediator. The County,with the concurrence of the designated Mediator, may grant the request by adjusting the time for completion of the conference. D. Recesses.The Mediator may recess the mediation conference at any time and may set times for reconvening. If the Mediator determines the time and place where the conference is to reconvene before the conference is recessed, no further notice is required to persons present at the conference. E. Project Delay.The mediated settlement conference that results from a construction contract dispute shall not be cause for the delay of the construction project. RULE 4. DUTIES OF PARTIES AND OTHER PARTICIPANTS IN FORMAL DISPUTE RESOLUTION PROCESS A.Attendance. 1. All parties to the dispute must designate an official representative to attend the mediation. 2. "Attendance" means physical attendance, not by telephone or other electronic means.Any attendee representing a party must have authority from that party to bind it to any agreement reached as a result of the mediation. 3. Attorneys representing parties may attend the mediation, but are not required to do so. Revised 11/19 DocuSign Envelope ID:070B6BC7-CDE2-4A08-BE62-07FA6BFD053B 4. Sureties and insurance company representatives are required to physically attend the mediation unless the Mediator and all of the other parties to the mediation excuse their attendance or consent to their attendance by telephone or other electronic means. 5.The parties who attend a duly scheduled mediation conference shall have the right to recover their share of the Mediator's compensation from any party or parties who fail to attend the conference without good cause. B. Finalizing Agreement. If an agreement is reached in the conference,the terms of the agreement shall be confirmed in writing and signed by all parties. C. Payment of Mediation Fee: Mediation Fees charged by the Mediator shall be paid in accordance with G.S. § 143-128(f1). D. Failure to Compensate Mediator. Any party's failure to compensate the Mediators in accordance with G.S. § 143-128(f1) shall subject that party to a withholding by the County of said amount of money from the party's payment or any other moneys owed by that party to the County. Should the County fail to compensate the Mediator, it shall hereby be subject to a civil cause of action from the Mediator for the County's portion of the Mediator's total fee as required by G.S. § 143-128(f1). RULE 5.AUTHORITY AND DUTIES OF MEDIATORS A.Authority of Mediator. 1.Control of Conference. The Mediator shall at all times be in control of the conference and the procedures to be followed. 2.Private Consultation. The Mediator may communicate privately with any participant or counsel prior to and during the conference.The fact that private communications have occurred with a participant shall be disclosed to all other participants at the beginning of the conference. 3.Scheduling the Conference. The Mediator shall make a good faith effort to schedule the conference at a time that is convenient with the participants, attorneys and Mediator. In the absence of agreement,the Mediator shall select the date for the conference. 4.Determining good cause for a party's failure to appear at a scheduled mediation conference. B.Duties of Mediator. 1.The Mediator shall define and describe the following at the beginning of the conference: a.The process of mediation. b.The difference between mediation and other forms of conflict resolution. c.The costs of the mediated settlement conference. d.That the mediated settlement conference is not a trial, the Mediator is not a judge, and the parties retain their legal rights if they do not reach settlement; however,the Revised 11/19 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B Mediator will advise all parties that failure to appear at mediation without good cause may result in imposition of sanctions and may be asserted as a bar to lawsuits by claimants who have failed to exhaust this administrative remedy. e.The circumstances under which the Mediator may meet and communicate privately with any of the parties or with any other person. f.Whether and under what conditions communications with the Mediator will be held in confidence during the conference. g.The inadmissibility of conduct and statements as provided by G.S. §7A-38.1(1). h.The duties and responsibilities of the Mediator and the participants. i.That any agreement reached will be reached by mutual consent. 2. Disclosure:The Mediator has a duty to be impartial and to advise all participants of any possible bias, prejudice or partiality. 3. Declaring Impasse:The Mediator may determine at any time during the mediation conference that an impasse exists and that the conference should end. 4. Reporting Results of Conference. The Mediator shall submit a written report to the County and the other parties within 10 days of the conference stating whether or not the parties reached an agreement.The Mediator's report shall indicate the absence of any party from the mediated settlement conference without permission or good cause. 5. Scheduling and Holding the Conference. It is the duty of the Mediator to schedule the conference and conduct it prior to the deadline of completion set by the rules.The Mediator shall strictly observe deadlines for completion of the conference unless said time limit is changed by agreement of the parties. RULE 6. COMPENSATION OF THE MEDIATOR The parties shall compensate the Mediator for mediation services at the rate proposed by the Mediator and agreed to by the parties at the time the Mediator is selected. RULE 7. RULE MAKING These Rules may be amended by the County at any time.Amendments will not affect mediations where claims and/or requests for mediation have been filed at the time the amendment takes effect. RULE 8. DEFINITIONS A. "County" shall mean Orange County North Carolina. B. "Project Designer" is that person or firm stipulated as project designer in the Contract Documents for the project. Revised 11/19 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B C. "Claim" is a demand or assertion by a party seeking adjustment or interpretation of Contract terms, payment of money, extension of time or other relief with respect to the terms of the Contract.The term "Claim" also includes other disputes and matters in question between the parties to a Contract involved in the County's building construction renovation and repair projects arising out of or relating to the Contract or the construction process. Claims must be initiated by a written notice.The responsibility to substantiate Claims shall rest with the party making the Claim. D. "Good Cause"generally includes any circumstance beyond the control of a party, which prevents that party from meeting obligations. When good cause is asserted as an excuse for a party's failure to appear at a mediation conference or to otherwise comply with the requirements of these Rules,the Mediator, in his or her sole discretion, will determine whether good cause exists to excuse the party's failure to appear or otherwise comply with these rules. RULE 9.TIME LIMITS A. Any time limit provided for by these Rules may be waived or extended at the sole discretion of the County, if no Mediator has been selected, and at the discretion of the County with concurrence of the Mediator if a Mediator has been selected. Revised 11/19 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B Orange County Minimum Insurance Coverage Requirements Note: An Exception or Waiver of Minimum Coverage may only be granted at the discretion and approval of Risk Management based on assessment of risk posed to the county. Coverage Low Risk Profile Standard Risk Profile High Risk Profile Specialty Encroachment Premises Lease Commercial General Liability $1,000,000/$2,000,000 $1,000,000/$2,000,000 $1,000,000/$2,000,000 $1,000,000* $1,000,000 $1,000,000 Per accident Products/Completed Operation Explosion, Collapse& Underground (XCU) As above As Above As above As Above If any, Limit to be determined. If any,TBD. If any,TBD. Automobile Liability $1,000,000(CSL) $1,000,000* $1,000,000* $1,000,000* N/A N/A Per occurrence **Workers'Compensation Statutory Statutory Statutory Statutory N/A Statutory **Employer's Liability 100/500/100 500/500/500* 500/500/500 500/500/500* N/A 100/500/100 ** Waiver of Subrogation on WC Required if available Required if available Required Required N/A N/A Umbrella Liability $1,000,000 $2,000,000 $2,000,000+ $9,000,000+ N/A N/A Professional Liability may be required $1,000,000 per $1,000,000 TBD TBD N/A N/A on a risk profile depending on nature of occurrence services provided by contract. Coverage required for professional service such as accountant, attorney, architect, design, engineering, health care and most consultants. Sexual Misconduct(Sexual $1,000,000/$2,000,000 $1,000,000/$2,000,000 TBD TBD N/A TBD Abuse/Molestation)may be required for contractors working directly one-on- one with children and elderly or in overnight sheltering capacities. Cyber Liability may be required for $1,000,000/$2,000,000 TBD TBD TBD N/A contractors having access to personal identifying information, and/or computer networks. Environmental/Pollution Liability N/A $1,000,000 $1,000,000+* $1,000,000+* N/A N/A required if demolition, use of DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B Orange County Minimum Insurance Coverage Requirements Note: An Exception or Waiver of Minimum Coverage may only be granted at the discretion and approval of Risk Management based on assessment of risk posed to the county. hazardous material or environmentally sensitive Fidelity Bond (loss of money or other TBD Amount depends on exposure TBD TBD N/A N/A property due to dishonest acts). Only to loss for contracts such as Banking,Janitorial, Fundraising,TPA's and similar, ETA Other Coverage As required TBD TBD TBD TBD N/A N/A Bid, Performance&Payment Bonds I TBD TBD TBD TBD N/A N/A *A combination of Umbrella/Excess and primary limit may be used to provide coverage for the amount shown. **Workers'Compensation is required if the contractor/vendor has employees.Owner Waiver is acceptable for a Sole Proprietor. DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B z D 00 M. CD cn C� CD 0 2) (D CD CL CD 9) c _ p CCD n CD j = JP C C`G CD IQ O 3 Q O ° SIN C) -h M. tl` o 0 3 CD S (D .1) GC `J CL 0 � � s • U, r� o (D n L)4 CD � C 0 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 9/06/2020 Addendum #1 SECTION 07 13 00—BELOW GRADE SHEET WATERPROOFING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Installation of a new sheet waterproofing system and protection materials below-grade at portions of exterior walls identified on the design drawings. 2. Removal of existing loose/delaminated waterproofing membrane (where applicable) and preparation of existing exterior wall surfaces to obtain acceptable substrates prior to new waterproofing installations. Parging of masonry surfaces that were not originally waterproofed is included in the anticipated preparation. B. Related Sections: 1. Refer to additional specification sections regarding excavation, backfill, and storm water drainage upgrades associated with areas adjacent to exterior walls and installation of new waterproofing system materials. 1.3 INFORMATIONAL SUBMITTALS A. Submit written confirmation of contractor's approved applicator's status from the waterproofing system manufacturer. B. Submit a 6" by 6" sample of waterproofing membrane with manufacturer's identification labels attached. C. Submit product data and SDS for each product listed in this specification section and others accessory products that may be required by the waterproofing membrane manufacturer for a complete installation of the work. D. Submit manufacturer's application manuals/instructions, which describe completely the preparation of surfaces and application of specified materials. E. Submit shop drawings showing detailing and components for conditions anticipated.Details may not be altered from the design drawings unless changes are specifically noted on the shop drawings and approved by the Designer prior to installation. The Designer may request that shop drawings be reviewed by the manufacturer,especially if significant variance from manufacturer's standard details is present. 07 1300 BELOW GRADE WATERPROOFING Page 1 of 6 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 9/06/2020 Addendum F. Submit a sample copy of the system manufacturer's standard material warranty. #1 1.4 QUALITY ASSURANCE A. Obtain waterproofing membrane materials from a single manufacturer with not less than 10 years of successful experience in manufacturing and supply of below grade waterproofing products. Provide other system components such as primers, insulation,mastics, sealants, termination bar, fasteners and metal flashings, as approved by manufacturer of primary membrane materials. B. Contractor shall be an approved/authorized applicator of the manufacturer for installation of the product to be installed. Approved status must be in-place prior to the bid date. C. Use adequate number of skilled workmen who are trained and experienced in the necessary crafts and who are familiar with the specified requirements and the methods needed for performance of the Work. Contractor shall have a minimum of three(3)years of experience with the installation of below grade sheet waterproofing systems. D. Comply with pertinent codes and regulations including recommendations contained in the most recent edition of The NRCA Waterproofing Manual published by the NRCA and the manufacturer's written installation instructions. Where manufacturer or NRCA recommendations differ from the design specifications and drawings, the more stringent requirement will take precedence unless otherwise agreed upon with the Designer. E. If requested,provide an inspection by the manufacturer's technical representative during system installation,technical assistance, and material application guidance as necessary to complete the system installation in accordance with the manufacturer's requirements and these specifications. 1.5 PROJECT CONDITIONS A. Work under this section will be performed at exterior walls of the Board of Elections Building at specific locations identified on the drawings. These buildings are accessible by the public and some interior spaces adjacent to work may require coordination with the Owner's representative to protect the safety of the public and prevent conflict or disruption of interior operations. B. Access to the exterior walls is generally not limited. Isolated areas may include ground-mounted equipment, utilities services or landscaping. Field verify access conditions to ensure that materials, workers, and equipment to be used are acceptable. If any specialized equipment, disconnection or temporary relocation of equipment,training,or inspection is required for access or proper performance,the contractor must include these within the bid and work scope. PART 2 -PRODUCTS 2.1 SURFACE PREPARATION AND WATERPROOFING MATERIALS A. Cementitious Parge Coat: Provide a cementitious parging mix designed for resurfacing/coating of existing masonry materials and to provide a smooth, even substrate for application of the waterproofing. Provide potable water and other accessories required for proper mixing and application. 07 1300 BELOW GRADE WATERPROOFING Page 2 of 6 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 9/06/2020 Addendum #1 B. Sheet Waterproofing Membrane: Provide a self-adhesive, rubberized asphalt waterproofing membrane with a laminated high density polyethylene film, total nominal thickness of 0.060" (0.056" rubberized asphalt and 0.004" HDPE). The sheet shall be designed and manufactured specifically for use as part of a below-grade waterproofing system on vertical foundation wall applications and shall be compatible with the existing substrates and intended use. Acceptable products and manufacturers include; Bituthene 3000 by Grace Construction Products; Polyguard 650 by Polyguard; or Mel-Rol by WR Meadows. a. Tensile Strength-Membrane: 325 psi min. (ASTM D 412—Die C) b. Tensile Strength—Film: 5000 psi min. (ASTM D 882) c. Elongation to Ultimate Failure of RA: 300%min. (ASTM D412) d. Permeance: 0.05 perms max. (ASTM E 96—water method) e. Crack Cycling(100 cycles):No effect(ASTM C 836 @-15°) f. Peel Adhesion: >91bs/in.width(ASTM D 903) g. Puncture Resistance(Membrane): 50 lbs. min. (ASTM E 154—Blunt Instr.) h. Resistance to Hydrostatic Head: 200 ft min. (ASTM D 5385-93) i. Water Absorption: 0.1%max. (ASTM D 570) j. The products/manufacturers listed denote the quality standard of product desired. Requests for substitution of another manufacturer or product must include sufficient documentation to indi- cate that manufacturer and/or product submitted meet the technical,performance,and warranty requirements of these specifications and are equivalent to the quality of those listed, must be submitted by qualified project bidders (not accepted from manufacturers). The Designer shall be the sole judge of acceptance of requests for substitution. C. Surface Primer: Provide a surface conditioner/primer recommended and supplied by the waterproofing membrane manufacturer for specific use with their sheet membrane material. Primer is intended for use over the cured parge coat to ensure a proper substrate and enhance adhesion of the waterproofing membrane. Primer use is required even if it is considered optional by the manufacturer. D. Liquid Membrane, Detail Tape, Detail Sealant, Mastic: Provide system-specific liquid membranes, detail tapes, detail sealants, and mastics supplied by the sheet membrane manufacturer and intended for use as a part of system detailing at corners, transitions, penetrations, and terminations, and other detailing conditions to meet the project and manufacturer requirements. E. Termination Bar: Provide an aluminum or stainless steel termination or compression bar, 1/8"x 1". Bar shall have pre-drilled slotted holes at 8"o.c.No plastic or polymer termination bars will be accepted. Secure with stainless steel fasteners suitable for securement into existing masonry. Drive pin-type fasteners are not accepted for this application due to potential for damage to masonry. F. Protection Board: Provide extruded polystyrene rigid board insulation meeting requirements of ASTM C578, Type IV. Insulation shall be 1" thick and have a minimum compressive strength of 25 psi per ASTM D 1621.Insulation shall have a minimum density of 1.55 pcf,and a maximum water absorption of 0.1%by volume in accordance with ASTM C272. Acceptable products and manufacturers include: Styrofoam by Dow; Foamular 250 by Owens Corning, and Greenguard by Kingspan. Provide manufacturer recommended adhesive or detail tape for securement until backfill. 07 1300 BELOW GRADE WATERPROOFING Page 3 of 6 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 9/06/2020 Addendum #1 G. Provide other waterproofing system accessories not specifically listed,but require fort e proper and complete installation of the system. 2.2 MISCELLANEOUS REPAIR MATERIALS A. Repair Mortar: Provide a polymer-modified, fast-setting Portland cement repair mortar that is supplied in a factory-proportioned unit and can be used on vertical masonry surfaces. Product shall be capable of stopping pressure leakage of water and shall have a rapid set time. Basis of design, SikaSet Plug, or approved equal. B. Backfill material: Refer to applicable sections of the technical specifications for information regarding backfill activities and required materials. C. Joint Sealant: Refer to applicable sections of the technical specifications for information regarding replacement of existing joint sealants or installation of new joint sealants that do not form an integral part of the waterproofing system. D. Provide other repair materials and accessories not specifically listed,but required for the proper and complete installation of the work. PART 3 -EXECUTION 3.1 EXCAVATION, INSPECTION,AND SURFACE PREPARATION A. Excavation of existing soil from existing grade down to the top of the foundation wall footing is required to allow for new waterproofing system installation. Final excavation directly adjacent to the wall should be performed using hand tools to provide safe and proper access to the substrate to be waterproofed without damage to the existing masonry wall or adjacent site features. B. At areas with existing waterproofing/damproofing, remove existing loose and delaminated materials and dispose of off-site. C. Inspect and clean the surface of the exposed brick masonry foundation wall and top of the footing. Use of wire brushes,vacuuming/scraping, and other cleaning methods shall be used as needed to remove loose materials,residue,dirt and debris from the masonry surface to provide the substrate condition required for application of the new waterproofing. If recommended by the waterproofing manufacturer based on the surface conditions beneath existing waterproofing and at masonry where no waterproofing/damproofing was originally applied, utilize cementitious parge coat. If holes/damages to the brick are discovered below grade, infill holes with repair mortar prior to installation of parge coat and waterproofing system. D. Mix parging material in strict accordance with the requirements of the material manufacturer.Do not exceed the recommended water content/ratio during mixing. Trowel apply the parging material to the masonry surface in accordance with manufacturers recommendations and to obtain a smooth,even surface acceptable for application of the specified sheet waterproofing membrane without fins, projections, or voids. Do not exceed maximum lift thickness designated by the manufacturer. 07 1300 BELOW GRADE WATERPROOFING Page 4 of 6 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 9/06/2020 Addendum #1 E. All parge coat to fully cure prior to application of primer and installation of the sheet waterproofing system. Provide protection during curing to prevent shrinkage cracking of the parge coat. 3.2 SHEET WATERPROOFING INSTALLATION A. Apply surface primer using roller type and the coverage rate recommended by the manufacturer. Allow primer to dry until it is tack-free unless otherwise required by the manufacturer.Re-prime areas that become contaminated with dust or other debris. Do not apply primer directly to water- proofing sheet membrane. B. Apply detailing tapes,liquid membrane,mastics,and sealants at transitions between vertical wall and top of footing, inside and outside corners, footing steps,penetrations through the wall, and at transitions to work not in scope in accordance with the design details and manufacturer's rec- ommendations. C. Install self-adhered waterproofing membrane on vertical surfaces. Overlap all seams a minimum of 2.5". Roll all membrane seams with a hand roller. Sheets should be oriented with vertical joints. If more than one course of membrane is required,the upper layer must overlap the lower by a minimum of 2.5". Extend the waterproofing onto the top of the footing enough to cover the transition strip by a minimum of 2". Apply mastic to the joints within 12"of a transition/change in direction.Install target patches and additional sealant/mastic at penetrations through the mem- brane. D. Terminate the top of the membrane approximately 1"-2"below the planned new grade level, to ensure that the waterproofing and top edge of the protection board will be covered and will not be exposed to UV or general landscaping activities. Secure the top of the membrane with a ter- mination bar fastened at a maximum of 8" o.c. Apply detailing sealant/mastic along the top of the termination bar and covering fasteners as required by the manufacturer before covering. E. Allow for the installed membrane to be inspected prior to covering. Make repairs to tears, cuts, and inadequately lapped seams. Fishmouths must be slit and repaired with a patch extending a minimum of 6"in all directions.Edges of the patch must be sealed with the manufacturer's liquid membrane. F. Place rigid protection board over the newly installed waterproofing membrane and adhere with adhesive or detail tape. Fit insulation neatly without large voids between the insulation and mem- brane or gaps between insulation boards. Boards shall be neatly cut at corners and transitions to prevent voids/gaps and to provide proper fit. G. Where the top of the waterproofing membrane follows a changing grade, the waterproofing and protection board should be stepped down to remain below grade. H. Place backfill as soon as practical.Use care during backfill to avoid damage to the protection board and waterproofing system components.Backfill directly adjacent to the waterproofing may need to be performed using hand tools to prevent damage to the new installation.New grade may be mod- ified as part of other project modifications and to slope away from the wall.Coordinate with grading plans to confirm waterproofing system heights prior to installation. 07 1300 BELOW GRADE WATERPROOFING Page 5 of 6 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 9/06/2020 Addendum 3.3 FIELD QUALITY CONTROL #1 A. Correct defects and irregularities as directed by Designer or Owner's representative. B. Coordinate closely with the Designer to allow for inspections of the waterproofing membrane prior to covering with protection materials and backfill. C. Clean up all debris and remove it from the work areas. END OF SECTION 07 13 00 07 1300 BELOW GRADE WATERPROOFING Page 6 of 6 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B m W New waterproofing } / / FINAL Q height to be BACKFILL 0 determined b the new MIN.COVER TO MIN.COVER TO NOTE: Y IN TEES, MOLDED FITTINGS ARE AVAILABLE RIGID PAVEMENT,H FLEXIBLE PAVEMENT,H IN TEES,WYES,REDUCERS,45°BENDS AND grade. New BELL/BELL COUPLERS. waterproofing to AL INATION BAR SECURED AT 8"O.C. / terminate a few inches AND TENERS 6" WATERTIGHT(WT)JOINTSSHOWN.SOIL-TIGHT(ST) BUILDING COVERED WITH MASTIC FITTINGS ARE ALSO AVAILABLE. FACE PROVIDE WASHED below new grade GRAVEL FROM _ ACKF SPRINGLINE ILL - BEDDING TO 6" ABOVE PIPE HAUNCH PROVIDE 6"PIPE WALL.XAPPLY ARGISTING OEN COAT RY OTO OBTAON //�\//�\//�\ \//\\/ BEDDING CONNECTIONS TO SMOOTH,EVEN SURFACE �jj�jj�jj�j 4"FOR12"-24"PIPE z \ \ \ \ 6"FOR 30"-60"PIPE SUITABLE ALL DOWNSPOUTS Z \\ \\ \\ \\ MIN.TRENCH WIDTH ADJUST GRADE D EANOUT END CAP � FOUNDATION O NOTES: (SEE TABLE) ADJUST GRADE PER ENGINEERS LAN DOWNSPOUT ADAPTER SELF-ADHEREDWATERPROOFING \��\� \\/ NEW GRADE.BACKFILL LEVEL 1.ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321,"STANDARD PRACTICE INSERTED IN RISER PIPE MEMBRANE OVER PRIMER �� �� �� WITH SURROUNDING GRADE FOR FINISHED GRADE LU UNDERGROUNWITH SLIGHT SLOPE AWAY FROM APPLICATIONS",LATEST ADDITION INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW MINIMUM RECOMMENDED COVER BASED ON 1"THICK PROTECTION BOARD ��� WALL. VECHICLE LOADING CONDITIONS 12"WIDE MEMBRANE STRIP 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, SURFACE LIVE LOADING CONDITION CENTERED OVER CORNER INSTALL TERMINATION WHEN REQUIRED. HEAVY CONSTRUCTION MIN. "FILLET OF LIQUID �PED41AM H-25 AVY AXLE LOAD)a BAR WITH MASTIC AT 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A MEMBRANE AT TRANSITION ALL VERTICAL DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE 12" 48" INJECTION MOLDED WT ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE TRENCH 45°WYE INJECTION MOLDED TERMINATIONS BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. VEHICLES INSERT INJECTION MOLDED, WT 45°BEND APPLY LIQUID MEMBRANE 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I,II OR III.THE CONTRACTOR SHALL PROVIDE ES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER GASKETED SPIGOT BY INJECTION DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.UNLESS OTHERWISE NOTED BY THE MINIMUM RECOMMENDED COVER BASED BELL REDUCER TO ALL SEAMS WITHIN ORIGINAL GRADE.EXCAVATE TO ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4"(100mm)FOR 4"-24"(100mm-600mm);6"(150mm) ON RAILWAY LOADING CONDITIONS MOLDED WT 12"OF CORNER FOR 30"-60"(750mm-900mm). GASKETED 90'BEND EXPOSE TOP OF FOOTING TO ALLOW PIPE DIAM. COOPER CONNECTION OR OTHER TRANSITIONS FOR PROPER INSTALLATION OF 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I,II OR III IN THE PIPE ZONE EXTENDING NOT E-80" APPROX. NEW WATERPROOFING COMPONENTS LESS THAN 6"ABOVE CROWN OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR UP TO 24" 24" INSIDE CORNER MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM 02321, 30"-36" 36" ti CV 61-71 LATEST EDITION. I 42"-60" 48" 6.MINIMUM COVER:MINIMUM COVER,H,IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE AREAS) FIELD EXISTING MASONRY FOUNDATION "COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM IS 12"FROM THE TOP OF PIPE TO GROUND SURFACE.ADDITIONAL COVER MAY BE REQUIRED TO EXISTING MASONRY FOUNDATION OF RAILWAY TIE. BACKFILL HDPE W o W VERIFY APPLY PARGE COAT TO OBTAIN PREVENT FLOATION FOR TRAFFIC APPLICATIONS,MINIMUM COVER,H, IS 12"UP T048"DIAMETER PIPE HDPE PIPE(TYP) Z W IY Z W W 2- WALL.APPLY PARGE COAT TO OBTAIN AND 24"OF COVER FOR 54"-60"DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE "`E-80 COVER REQUIREMENTS,ARE ONLY APPLICABLE INJECTION MOLDED O O J 1 _ SMOOTH,EVEN SURFACE SMOOTH, EVEN SURFACE PAVEMENT OR TO TOP OF RIGID PAVEMENT. TO ASTM F 2306 PIPE. WT TEE WITH 6"WASHED OR WYE V] ZO Z O W 5 U}U U GRAVEL TO SELF-ADHEREDWATERPROOFING 2 ADDEDE-81 NFORMATiON TJR OBI2=1 ABOVE PIPE NP°ATE°°RAW'NG R °""'°' TKS Q U }v LD w a w wJ SELF-ADHEREDWATERPROOFING sm AOs,iNa z REV. DESCRIPTION SV MMIDDIYY CHK'D W W MEMBRANE OVER PRIMER MEMBRANE OVER PRIMER ®amAOs,INn REv o6scRlPnoN By MMiDonr CHK'D Q Z Z w~z z N w d Lu DEPICTED DRAINAGE NSIEMS,INC.(`MSS ADS PREPARED RFO MENL BASED NE INFORMATION OR PROVIDED TO ADS. THIS DRAWING S INTENDED TO W'"CKS _ N O ¢C)w=¢¢F U CJ OJ w DEPICT THE COMPONENTS AS REQUESTED. ADS FVS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT,NOR HAS ADS •`� +0/+8J06 ADVANCED DM911E SYSTEMS.INC.(•MSS HAS PREPARED TNS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO `"KS 'z CL' Q U Z W.J p F 1"THICK PROTECTION BOARD INDEPENDSPECIFIC FOR H�SMPFIRO ECn'TE NTHEE DESIGN SUPPLIED. THE ENGINEER SHALLINSTALLATION DETAILS REVIEW THESE DETAILS RIOR TODED EREIN ARE CONSTRUCTION..I SE THEMDESIGNONS ENG EERS D ARE 0T TYPICAL IL HILLIARD,OHIO430 6 INDEPENDENTLLVDDEPICT THE LY('YERIFIED THE IENTS AS NFORMATION SUPP D. THE INSTALLATION DETAI NOT PERFORMED ANY LSEPROVIDED HING OR EREIN ARIGN E GENERAL RECOMMENM KNS AND ARCES FOR THIS PROJECT,NOR HA E ROOF DRAIN W 45 DEG 4WOTRUEMANBLVD - 040203 O ,� L.=a Q LUIII Q W W Z Q 1"THICK PROTECTION R SURE(THAT THE DETAILS PROVIDED HEREIN714E DETAILS P�ARE ACCEPTABLDED HEREIN E FOR°THIExRE�E E APPLICABLE NATIONAL.SAE,OR LOCAL REQUIREMENTS AND T D�� NTS SPECIFIC F� THIS ENSURE THE DE GPRONOED HER N MEETS ORREVIEW TME CEEDS HE APPJCAB E NA O W STATE OR LOESE DETAILS PRIOR TO CONSTRUCTION IS E CAL R REQUIREMENTS AND TO WN ENGINEERS 'R CLRANODI .HILUARD.OHI0a3026 NTS C y J Q W'V a Q,V K}�_ 12"WIDE MEMBRANE STRIP DRAWING NUMBER STD-101 °" - +oF+ ENSURE HAT THE DEAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DR.wz s sDa.x W LU ¢ O m DRAWINGNUMBER� STD- '� iDFi x �. ¢ J p w U O Z O BOARD F" =c.Jzo-Nxwzz CENTERED OVER CORNER APPROX. `� Q � Z I.L.Z=o�Z o=w a Q 3'-4' a d z < 2zCJ zP_ 0 a. FIELD VERIFY 12"WIDE MEMBRANE STRIP Where masonry was not previously o o J Q w W?Z)LU¢Q w CENTERED OVER TRANSITION waterproofed/damproofed, apply parge zz Co Q LU =w o Z=a n Z O o W UHF U coat as noted. Where existing w ¢Z LLJ Q W o D_Q,o Q W V)JJZQ,og0 ❑ F�D7 Z OUTSIDE CORNER MIN-4"FILLET OF LIQUID waterproofing/damproofing is present, REUSE BRICKS FROM EXISTING WALKWAY MEMBRANE AT TRANSITION remove loose and excess existing material from wall surface to provide a 2"SETTING BED MATERIAL w w COVER EDGE OF 6"WIDE BY 12"DEEP CONCRETE SEALER Z Z suitable substrate per manufacturer T 6"WIDE BYI2"DEEP CONCRETE o o CURBING FLUSH WITH SIDEWALK. 9 WIDE BRICK PAVER WALKWAY MEMBRANE WITH LIQUID CONTROL JOINTS ATI5'SPACING. CURBING FLUSH WITH SIDEWALK. U LU F- Lz MEMBRANE OR MASTIC requirements. � � Lu GEOTEXTILE SEPARATION TYPE CONTROL JOINTS AT 15'SPACING. Z TOP OF EXISTING FOOTING/STEP 1' SHOULDER MAX 2°/Q CROSS SLOPEFABRICTURNUPATEDGE TiF TO Fk/ o PEE STjNG W w W ZD w GFZ , . Mqk x3. GRg4F z Of Q Q Q �y`\S 3.� - - _ - 1' SHOULDER W o n o O111 P`X J _) C:, \� M j I j I I I I I I - TT(I��I=1 I(=1 11=1 I=I_I 7-TT�IT �=1 1=1 1=LlI=III IIL CO - 2"DID.DRAIN HOLE FILL WITH PEA LU M LU Cn Z O BELOW-GRADE W AT E R P R O F I N G AT WALL - -_ I _ 1=L�,, ,r-� � 1- -�- _ �_'�_' _ "-' I"_' IL r'� -�-I 4"CONCRETE SUB-SLAB GRAVEL LOCATE 5'O.C.ALONG I- I- I I-I I I JOINTS AT 10'SPACING �' M a- Q M F O LOWEST ELEVATIONS LI�I I�-111�11�11=J11- ��-iJl- -T-I -I �I�I 11-11 I 11-11(=III-II-I-II- ���� _______ ____ � O -I I f=1I I-1I_I I-I I-iTl1 Il 6' - - - NTS ----------------------------------------------------- ---- ----------------------------------------- -------------------------- -------- 4"COMPACTED CRUSHED STONE 2-4)" \\\1(111111111(/J// \, i COMPACTED SUBGRADE \��\ CA Ro EXISTING GRADE ` o.. ° ° ° FEss/o PEDESTRIAN PAVER SECTION °°¢� SEAL '= 0 A 24627 ; o 7i NCI N EFL'° 09-04-2020 5' CONCRETE SIDEWALK U U T�F T (4 X \NG G MAX 2% CROSS SLOPE O Fk�ST E w E O 1= -11 I-1TI-1T_I-1TI aTl-1 m I I I-1��R I M G C'Rgp Z co \ I 1=1 11=1 1=1 11=1 1=1 11=1 I I-III- -III-III-III-III-III-III-III-III I-TI=ITT-T1=1TI=1 1=1 1=1 1=1TI- =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I 1' SHOULDER =III-III-III-III-I 1=1 I1=1I 1=1 I I-III_1=1 I1=1I 1=1 I1=1I 1=1 1=1 I1=1I 1=1 1' SHOULDER W I-III-III=III=III=III=III=III-III-III_I-III-III=III=III=III=III=III .II1=1I1=1II- I-1I1=1I1=1I1=1I1=1I1=1II_1=1I1=1I1=1I1=1I1=1I1=1I1=1I =1 I I-1 I I-1 I III=1 11=1 I I-1 11=1 11=1 1=1 I I 11=1 I-I 11=1 11=1 11=1 11=1 1= _______ ---'------------------_I11=L1L=111=1 11L-111=111=llL=J11=111=11L IJ=L11-111_I11=11L=111=1L-___---------------- Z ~ Z a X C9 LL 4" THICK SIDEWALK o .Q DO co JOINTS AT 5' SPACING N Co 3000 PSI MINIMUM EXISTING GRADE T MU a)Zco O COMPACTED SUBGRADE o� E CONCRETE SIDEWALK SECTION X 0-=) m cILL� � 3 OCN n._ 2G U J M 2� 5 61DEWALK(E STD.) 2co 2O NOTES: OO OO Q? H F-r 1. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING ~> NOTES: ~> Q ,may` a"R s" UTILITY STRIP B Q F Q F 3 . PLANS OR AS DIRECTED BY THE ENGINEER. Q F 3 Q F 3 oe'tia`5`c 4'x a' DROP culls z'oErecrnsLe o.oz im":I N,,O U N Dr: U 1z-1¢e=7 V CONSTRUCT STANDARD SIDEWALK 5' WIDE AND 1z-1 s e=7 V 4',4'c aaCL W.WB x1 D o:o. NON.) 0.02(NORM.) LL O�,••,Z LL-1, IHZ 2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE LL ccItiZ LL_1,ItiZ �-I oo x oo x oo x 4" THICK UNLESS OTHERWISE DENOTED ON PLANS. oo = O O MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. O vJ W QQLL= WQ Cc ZLL= WQaLL= WQaLL= V 1 r• 1z:1 MAx RARP U¢O I;� H U O C7 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 H O 2 O C7 PLACE A GROOVE JOINT 1" DEEP WITH 1'8" RADII " RAD SURFACE OF ♦r Q ly Q Iti WITHIN THE PEDESTRIAN CROSSWALK LINES. Q t� Q t� H x a'MIx. �H~OW I III III I a)ITT yFLL0W IN THE CONCRETE SIDEWALK AT 5' INTERVALS. SIDEWALK yFz~z0 2 LLo ly Q I I I I I I I I p'••'Q 4. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM. 2 O`•I Q ONE JOINT SEALER LL N eY e I SECTION B-B z ;¢ III III o >� o >¢ RV" EXPANSION JOINT WILL BE REQUIRED AT QU oo?QQ 'gyp INTERVALS. A �" EXPANSION JOINT WILL BE REQUIRED z IH 7e'PQr ~> ~> 5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT 4�Fy SIDEWALK 5 M a' J� P F W❑ W❑ PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. W p WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. W O ELEVATION W1��+ URB .• .•�' .�" O TRANSITION DROP TRANSITION ❑ \ LU ❑ • • - ?•e o • ;••4,?•e' ❑ P cugB I I II II I I SIDEWALK sxDEiALl(___ 6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK. SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION • )�"•JOINT WIDTH 'I� o JOINT FILLER E I I II II I I f SEE NOTE T2 REQUIREMENTS AND CONSTRUCTION GUIDELINES. ~� VARIABLE SLOPES NOT `•� I II II I F� 7. CONSTRUCT CURB RAMPS A MINIMUM OF 4'WIDE. T = SIDEWALK THICKNESS SEE NOTE 10 TO EXCEED 10:1 SECTION A-A SEE NOTE 4 J 4'-0" (TYP) �, .\ STOP LINE tiai B. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33%MAXIMUM. TRANSVERSE EXPANSION JOINT r 1 ISOMETRIC VIEW ___- �0 i 9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2%MAXIMUM. IN SIDEWALK v SIDEWALK SIDLINALK _ ion SIDEWALK 2 f SEE __ SIDEWALK �v 'SIDEWALK 2 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10%MEASURED ALONG THE CURB LINE. 2 2 W PAY LIMITS FOR CURB MYP EXPANSION.JOINT 0 - - 0 LL o s E To.846. LL LU NOTE 12 ,; LET Q LL LL NOTE; A PORTION OF ONE OR BOTH DAMPS W SEE ,�-,q I 4'-O" (TYP) W MY EXTEND OUTSIDE THE RETURN. C7 H 0 F 11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5%AND MAINTAIN A 0 C7 Y NOTES: Z (- NOTE 3 Q SEE NOTE 4 �\ Z H- Z z J 1.DETECTABLE WARNING DOMES WILL COVER 2'-0"LENGTH AND FULL WIDTH OF THE Iti STOP LINE - io t0 SEE NOTE 10 \\ `\ H SMOOTH TRANSITION. FH FH Q RAMP FLOOR AS NINYN ON THE DETAILS. 2.DETECTABLE WARNING DOMES WILL CONTPIST VISIBILITY WITH ADJOINING SURFACE,EITHER LIGHT-ON-DARN, EXPANSION JOINT Q C7 12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR Q U) Q 3 OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP. LDa SEE NOTE 1 ( D. 4.Ol) Q d ❑ _--- - - --___ \` `� cc ❑ tY IL W SIDEWALK \ \\ `\ �i. MEDIAN ISLANDS A MINIMUM OF 5'X5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. 4'xs• O Z ___ _____ _____ � O Z O s ❑ G I.wsxxo a RARP WIDTH AREA IS VARIABLE \ ❑ CCQ \ �\ \ A Q 1 EXPANSION JOINT \ \ A� ❑ 13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6'WIDE. CONSTRUCT MEDIAN ISLANDS ❑ W CC ❑ y (SEE STD.848.01) CrQ CE \\�\ Q CO TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND. Q F IN A W«A+8" x B ❑ m > \ ❑ m o ❑ o L�" EXPANSION JOINT Q 0 O O O O O SIDEWALK 2 DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. \ m z / FILL " WIDE x 1" DEEP GROOVED OR ❑ W O O 5' 0.0' S.B' S.B' 5.0'* Q U \ • Z U 14. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH Z Z 6' 0.0' 8.B' 6.8' 8.0'•" Q PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS V Q THE SURFACE STREET. Q / SAWN JOINT WITH JOINT Q W b O O O O O O 0.9 q TO 1.40 q 7' 0.0' 7.S' 7.3' 6.5'•- �i W C0 V W U) V / SEALING COMPOUND Cn U ss B' 0.0' 8.8' 7.3' 9.5'•• N DETAIL SHOWING TYPICAL LOCATION OF CURB !q 15. CURB RAMPS WITH RETURNED CURBS NAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE BUILDING, V TITAN 50!TO N0 MOUE s' 2.0' 7.8' 7.8' 6.0' 4'X 4'CLEAR SPACE / } O RAMPS. PEDESTRIAN CROSSWALKS AND STOP LINES > O IS PLANTING OR OTHER NON-WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. WALL, ETC. / . �" RAD 118" RAD } Z Z OO OO pO pO O0 TINN 65+x of THE BASE 6' 2.5' B.3' 8.1' 4.8' Q a- Q CL Q -'P -'P Q DIAMETER CROSSWALK LIMITS. 3 C 3 O 3 /• a 3 O 5' 3.0' B.B' 8.3' 4.4' (SEE NOTE LIMITS. '•• 5' 3.5' 8.3' 8.4' 4.V Q a Q d 16. PLACE A L1" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01 Q - >?.:'"• •�'->;•<'•�• P..•: P. Q V Z = 0 0 Q 6' 4.0' 9.8' B.B' a.B' 2'MIN.CURB O / 'n�.4 o Z Q O BETWEEN RARPS 5' 4.5' 10.3' S.7' 3.4' fY D' / Q i 17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING 3IONAL3 AS SHOWN IN THE PLANS OR A3 SHOWN IN THE MUTCD. U) 6' 6.0' 10.8' 8.B' 3.1' / PROPOSED e' e'e' e''.e•e'Ie:e•e• ig" ` t.s"To 18. CURB RAMPS THROUGH MEDIAN ISLAND$, SINGLE RAMPS AT DUAL CROSSWALK$ OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS. CONCRETE PR••P.�`& •� Lu O$ 2 4B-X-(A.B") \SEE NOTES ROAoxKY SIDEWALK CONC. PAVEMENTB=DISTIWCE FROM FRONT EDGE OF SIDEWALK P�SYMBOL CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.TO BACK PDINT OF 1E:1 (UIRED)SLOPE. CR PROPOSED CUB RAMP W/ LANDI ALLOWABLELOCATION$ :;o�.>:,.;, BACK OF SIDEWALK OflOP REQUIRED FOR ALLR N0 ------------------- DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK'.,.'.'.��.".F... •SIDEWALK SLOPES. • BACK OF SIDEWALK DROP REQUIRED FOR PLAN VIEW FOR PROPOSED PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII..........•ANY SIDEWALK SLOPES D.04. DUAL RAMPS cum RAMP rr � '/� DETECTABLE WARNING DOMES (4'MIN NYFRADILOOR WIDTH) SHEET 1 OF 3 SHEET 2 OF 3 SHEET 3 OF 3 SHEET 1 OF 1 I� vJ J Uj 848.05 848.05 848.05 848.01 1--I eo J cn � = Ifl 01 PROJECT NO. 20-0014 DRAWING NAME: Know what's below. 20-0014 D Addendum #1 - Cal before you dig. SHEET NO. D-1 Docu! ign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B ESUMMIT 320 Executive Court, Hillsborough, NC 27278 DESIGN AND ENGINEERING SERVICES Phone // 919.732.3883 Web // www.summitde.net License#P-0339 ORANGE COUNTY BOARD OF ELECTIONS PLANS & SPECIFICATIONS PROJECT 420-0014.011 208 S. Cameron Street Hillsborough, Orange County, NC November 20, 2020 02462 V l 4, Donald .iii 1112012020 OWNER: ENGINEER/CONSULTANTS: Angel Barnes Donald A.Sever,PE Kelli Wilcox,PE,RRC Orange County Asset Management Services Summit Design&Engineering Services Atlas Engineering,Inc. 131 W.Margaret Lane 320 Executive Court 551-A Pylon Drive Hillsborough,NC 27278 Hillsborough,NC 27278 Raleigh,NC 27606 P(919)245-2628 P(919)732-3883 P(919)420-7676 abamesgorangecountync.go_v don.sever(2summitde.net kelli@atlasnc.com DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 SECTION 07 13 00—BELOW GRADE SHEET WATERPROOFING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Installation of a new sheet waterproofing system and protection materials below-grade within the partially excavated area adjacent to the north and east wall of the Uniform Storage Room. Location of waterproofing installation identified on the design drawings. 2. Removal of large debris from the surface of the soil in the partially unexcavated space and placement of loose laid polyethylene sheeting with taped joints over the soil. 3. Infill of hole in the interior face of the masonry foundation wall with polymer-modified repair mortar. Infill of isolated voids around other through-wall penetrations. 4. Routing of crack in the mortar and brick on the inside face of the foundation wall in preparation for installation of new joint sealant. B. Related Sections: 1. See Division 31 Section 312000 EARTH MOVING for excavation and backfill associated with preparation of foundation walls and installation of new waterproofing system materials. 1.3 INFORMATIONAL SUBMITTALS A. Submit written confirmation of contractor's approved applicator's status from the waterproofing system manufacturer. B. Submit a 6" by 6" sample of waterproofing membrane with manufacturer's identification labels attached. C. Submit product data and MSDS for each product listed in this specification section and others accessory products that may be required by the waterproofing membrane manufacturer for a complete installation of the work. D. Submit manufacturer's application manuals/instructions, which describe completely the preparation of surfaces and application of specified materials. 07 1300 BELOW GRADE WATERPROOFING Page 1 of 7 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 E. Submit shop drawings showing detailing and components for conditions anticipated.Details may not be altered from the design drawings unless changes are specifically noted on the shop drawings and approved by the Designer prior to installation. The Designer may request that shop drawings be reviewed by the manufacturer,especially if significant variance from manufacturer's standard details is present. F. Submit a sample copy of the system manufacturer's standard material warranty. 1.4 QUALITY ASSURANCE A. Obtain waterproofing membrane materials from a single manufacturer with not less than 10 years of successful experience in manufacturing and supply of below grade waterproofing products. Provide other system components such as primers, insulation,mastics, sealants, termination bar, fasteners and metal flashings, as approved by manufacturer of primary membrane materials. B. Contractor shall be an approved/authorized applicator of the manufacturer for installation of the product to be installed. Approved status must be in-place prior to the bid date. C. Use adequate number of skilled workmen who are trained and experienced in the necessary crafts and who are familiar with the specified requirements and the methods needed for performance of the Work. Contractor shall have a minimum of three(3)years of experience with the installation of below grade sheet waterproofing systems. D. Comply with pertinent codes and regulations including recommendations contained in the most recent edition of The NRCA Waterproofing Manual published by the NRCA and the manufacturer's written installation instructions. Where manufacturer or NRCA recommendations differ from the design specifications and drawings, the more stringent requirement will take precedence unless otherwise agreed upon with the Designer. E. If requested,provide an inspection by the manufacturer's technical representative during system installation,technical assistance, and material application guidance as necessary to complete the system installation in accordance with the manufacturer's requirements and these specifications. 1.5 PROJECT CONDITIONS A. Work under this section will be performed within the Uniform Storage Room and an adjacent partially excavated crawlspace within the Sheriff's Office. Access to these interior areas is restricted and may require coordination and escort by building personnel. B. Access to the partially excavated space is limited in size.Field verify access conditions to ensure that materials, workers, and equipment to be used are acceptable. If any specialized equipment or training is required for access or work into work spaces, the contractor must include these within the bid and work scope. 07 1300 BELOW GRADE WATERPROOFING Page 2 of 7 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 PART 2 -PRODUCTS 2.1 SURFACE PREPARATION AND WATERPROOFING MATERIALS A. Cementitious Parge Coat: Provide a cementitious parging mix designed for resurfacing/coating of existing masonry materials and to provide a smooth, even substrate for application of the waterproofing. Provide potable water and other accessories required for proper mixing and application. B. Sheet Waterproofing Membrane: Provide a self-adhesive, rubberized asphalt waterproofing membrane with a laminated high density polyethylene film, total nominal thickness of 0.060" (0.056" rubberized asphalt and 0.004" HDPE). The sheet shall be designed and manufactured specifically for use as part of a below-grade waterproofing system on vertical foundation wall applications and shall be compatible with the existing substrates and intended use. Acceptable products and manufacturers include; Bituthene 3000 by Grace Construction Products; Polyguard 650 by Polyguard; or Mel-Rol by WR Meadows. a. Tensile Strength-Membrane: 325 psi min. (ASTM D 412—Die C) b. Tensile Strength—Film: 5000 psi min. (ASTM D 882) c. Elongation to Ultimate Failure of RA: 300%min. (ASTM D412) d. Permeance: 0.05 perms max. (ASTM E 96—water method) e. Crack Cycling(100 cycles): No effect(ASTM C 836 @-15°) f. Peel Adhesion: >91bs/in.width(ASTM D 903) g. Puncture Resistance(Membrane): 50 lbs. min. (ASTM E 154—Blunt Instr.) h. Resistance to Hydrostatic Head: 200 ft min. (ASTM D 5385-93) i. Water Absorption: 0.1%max. (ASTM D 570) j. The products/manufacturers listed denote the quality standard of product desired. Requests for substitution of another manufacturer or product must include sufficient documentation to indi- cate that manufacturer and/or product submitted meet the technical,performance,and warranty requirements of these specifications and are equivalent to the quality of those listed, must be submitted by qualified project bidders (not accepted from manufacturers). The Designer shall be the sole judge of acceptance of requests for substitution. C. Surface Primer: Provide a surface conditioner/primer recommended and supplied by the waterproofing membrane manufacturer for specific use with their sheet membrane material. Primer is intended for use over the cured parge coat to ensure a proper substrate and enhance adhesion of the waterproofing membrane. Primer use is required even if it is considered optional by the manufacturer. D. Liquid Membrane, Detail Tape, Detail Sealant, Mastic: Provide system-specific liquid membranes, detail tapes, detail sealants, and mastics supplied by the sheet membrane manufacturer and intended for use as a part of system detailing at corners, transitions, penetrations, and terminations, and other detailing conditions to meet the project and manufacturer requirements. 07 1300 BELOW GRADE WATERPROOFING Page 3 of 7 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 E. Termination Bar: Provide an aluminum or stainless steel termination or compression bar, 1/8"x 1". Bar shall have pre-drilled slotted holes at 8"o.c.No plastic or polymer termination bars will be accepted. Secure with stainless steel fasteners suitable for securement into existing masonry. Drive pin-type fasteners are not accepted for this application due to potential for damage to masonry. F. Protection Board: Provide extruded polystyrene rigid board insulation meeting requirements of ASTM C578, Type IV. Insulation shall be 1" thick and have a minimum compressive strength of 25 psi per ASTM D 1621.Insulation shall have a minimum density of 1.55 pcf,and a maximum water absorption of 0.1%by volume in accordance with ASTM C272. Acceptable products and manufacturers include: Styrofoam by Dow; Foamular 250 by Owens Corning, and Greenguard by Kingspan. Provide manufacturer recommended adhesive or detail tape for securement until backfill. G. Provide other waterproofing system accessories not specifically listed,but required for the proper and complete installation of the system. 2.2 MISCELLANEOUS REPAIR MATERIALS A. Polyethylene Sheeting and Tape: Provide 6 mil thick reinforced polyethylene plastic sheeting meeting ASTM D4397. Provide tape materials for sealing the laps/joints in the sheeting. Tape should be compatible with the sheeting and as recommended by the sheeting manufacturer. B. Repair Mortar: Provide a polymer-modified, fast-setting Portland cement repair mortar that is supplied in a factory-proportioned unit and can be used on vertical masonry surfaces. Product shall be capable of stopping pressure leakage of water and shall have a rapid set time. Basis of design, SikaSet Plug, or approved equal. C. Backfill material: If there is not adequate material within the work area to complete backfill as required, obtain approved borrow soil material off-site and transport to the work area. D. Joint Sealant: Provide a one-part, low modulus non-sag polyurethane-based sealant in accordance with ASTM C920,Type S, Grade NS, Class 25. Acceptable manufacturers/products include: Sika Corp., Pecora, and Tremco, Inc. Provide closed-cell compressible backer rod (or bond break tape) and primer and required for a proper installation of sealant. Color to be selected from the manufacturer's standard colors. E. Provide other repair materials and accessories not specifically listed,but required for the proper and complete installation of the work. PART 3 -EXECUTION 3.1 EXCAVATION, INSPECTION,AND SURFACE PREPARATION A. Excavation of existing soil from existing grade down to the top of the foundation wall footing is required to allow for new waterproofing system installation. Excavation must be performed using 07 1300 BELOW GRADE WATERPROOFING Page 4 of 7 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 hand tools based on access to the work area and the excavation shall be properly sized to allow for safe and proper access to the substrate to be waterproofed. A. Inspect and clean the surface of the exposed brick masonry foundation wall and top of the footing. Use of wire brushes, vacuuming/scraping, and other cleaning methods shall be used as needed to remove loose materials,dirt and debris from the masonry surface to provide the substrate condition required for application of the cementitious parge coat. B. Mix parging material in strict accordance with the requirements of the material manufacturer. Do not exceed the recommended water content/ratio during mixing. Trowel apply the parging material to the masonry surface in accordance with manufacturers recommendations and to obtain a smooth, even surface acceptable for application of the specified sheet waterproofing membrane without fins,projections, or voids. Do not exceed maximum lift thickness designated by the manufacturer. C. All parge coat to fully cure prior to application of primer and installation of the sheet waterproofing system. Provide protection during curing to prevent shrinkage cracking of the parge coat. 3.2 SHEET WATERPROOFING INSTALLATION A. Apply surface primer using roller type and the coverage rate recommended by the manufacturer. Allow primer to dry until it is tack-free unless otherwise required by the manufacturer. Re-prime areas that become contaminated with dust or other debris. Do not apply primer directly to water- proofing sheet membrane. B. Apply detailing tapes, liquid membrane, mastics, and sealants at transitions between vertical wall and top of footing, inside and outside corners, footing steps, penetrations through the wall, and at transitions to work not in scope in accordance with the design details and manufacturer's recom- mendations. C. Install self-adhered waterproofing membrane on vertical surfaces. Overlap all seams a minimum of 2.5". Roll all membrane seams with a hand roller. Sheets should be oriented with vertical joints. If more than one course of membrane is required,the upper layer must overlap the lower by a min- imum of 2.5". Extend the waterproofing onto the top of the footing enough to cover the transition strip by a minimum of 2".Apply mastic to the joints within 12"of a transition/change in direction. Install target patches and additional sealant/mastic at penetrations through the membrane. D. Terminate the top of the membrane approximately 2"above the planned new grade level,or slightly higher to make sure that brick is covered and will no longer be in direct contact with the soil in the area to be waterproofed. Secure the top of the membrane with a termination bar fastened at a max- imum of 8" o.c. Apply detailing sealant/mastic along the top of the termination bar and covering fasteners as required by the manufacturer. E. Allow for the installed membrane to be inspected prior to covering. Make repairs to tears,cuts, and inadequately lapped seams. Fishmouths must be slit and repaired with a patch extending a minimum of 6"in all directions. Edges of the patch must be sealed with the manufacturer's liquid membrane. F. Protect the waterproofing membrane to prevent damage during backfill. 07 1300 BELOW GRADE WATERPROOFING Page 5 of 7 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 G. Place rigid protection board over the newly installed waterproofing membrane and adhere with adhesive or detail tape. Fit insulation neatly without large voids between the insulation and mem- brane or gaps between insulation boards. Boards shall be neatly cut at corners and transitions to prevent voids/gaps and to provide proper fit. H. Where the top of the waterproofing membrane follows a changing grade, the waterproofing and protection board may be stepped down. I. Place backfill as soon as practical. Use care during backfill to avoid damage to the waterproofing system components.Backfill must be performed using hand tools based on access to the work area. New grade shall be increased to be level with the surrounding grade with a slight slope away from the wall. J. Backfill should be placed and compacted in lifts,with hand tamping performed at each lift. 3.3 PLACEMENT OF PLASTIC SHEETING A. Remove large debris (rocks, bricks, and other abandoned materials) from the surface of the soil in the partially excavated space. B. Loose lay the sheeting over the surface of the soil starting at the low point and working upslope. Turn plastic approximately 6"up the walls. Stake the plastic down with landscape fabric stakes to keep it in place. C. Lap plastic sheeting a minimum of 4"in the direction of slope and tape the laps/perimeter. D. Inspect the sheeting and make repairs to any damages. 3.4 1NFILL OF VOID/HOLE IN MASONRY WALL A. Remove soft, deteriorated, or loose portions of masonry and clean debris from cavity. If necessary, lightly dampen the substrate just prior to application. B. Mix the repair mortar/water stop with clean water to obtain require consistency as recommended by the manufacturer.Do not overmix or utilize more water than recommended.Mix only as much product as can be placed within the working time. C. Place material firmly into the hole/void.Form/shape compound to allow for insertion into deeper portions of the void to ensure plug of opening before remainder of cavity is filled. Strike material flush with the interior surface of the masonry wall. D. Install in strict accordance with the manufacturer's requirements. 3.5 REPAIR OF CRACK IN MASONRY A. Rout/cut the mortar and brick along the path of the crack to form a square joint a minimum of 1/4" deep and a minimum 1/4", maximum '/2" in width. Shallow or furrow-shaped joints will not be accepted. 07 1300 BELOW GRADE WATERPROOFING Page 6 of 7 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 B. When cutting is complete, remove all loose material with a brush and/or high pressure air. Joint surfaces must be free of standing water at the time of sealant installation. C. Apply primer to joints in accordance with sealant manufacturer's instructions. Primer application will be required whether or not required by the manufacturer. Primer use will only be waived if specifically recommended against, in writing, by the manufacturer. Apply primer in a thin, uniform film. Avoid build-up of film. D. Allow primer drying time prior to applying sealant. Sealant must be applied same day as primer. E. Install a backer rod (or bond breaker tape) in the joint to create the proper joint depth for the sealant and to prevent three-sided adhesion. Backing rod should be sized to properly friction fit within the joint. Do not slice,pierce, or twist backer rod. F. Apply sealant under pressure with hand or power-actuated gun or other appropriate means. Guns shall have nozzle of proper size and shall provide sufficient pressure to completely fill joints as designed. G. Install the sealant in strict accordance with the manufacturer's recommendations as approved by the Designer,thoroughly filling all joints to the recommended depth. H. Air voids shall not be present throughout the entire joint cross section. To ensure complete joint fill, tooling shall be performed within ten minutes of sealant application. Sealant shall be tooled with light pressure to spread the material against the joint surface and provide a profile to match. 3.6 FIELD QUALITY CONTROL A. Correct defects and irregularities as directed by Designer or Owner's representative. B. Coordinate closely with the Designer to allow for inspections of the waterproofing membrane prior to covering with protection materials and backfill. C. Clean up all debris and remove it from the work areas. END OF SECTION 07 13 00 07 1300 BELOW GRADE WATERPROOFING Page 7 of 7 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 SECTION 31 10 00 - SITE WORK PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Removing above- and below-grade site improvements. 1.3 DEFINITIONS A. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. B. Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. In undisturbed areas, the surface soil is typically topsoil; but in disturbed areas such as urban environments,the surface soil can be subsoil. 1.4 MATERIAL OWNERSHIP A. Except for stripped topsoil and other materials indicated to be stockpiled or otherwise remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site immediately. 1.5 INFORMATIONAL SUBMITTALS A. Existing Conditions: Documentation of existing trees and plantings, adjoining construction, and site improvements that establishes preconstruction conditions that might be misconstrued as damage caused by site work. 1. Use sufficiently detailed photographs or videotape. 2. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plants designated to remain. 1.6 QUALITY ASSURANCE A. Preinstallation Conference: TBD.. 31 1000 SITE WORK Page 1 of 3 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 1.7 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site work operations. 1. Do not close or obstruct streets,walks,or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by Owner or authorities having jurisdiction. B. Utility Locator Service:Notify utility locator service for area where Project is located before site work. C. The following practices are prohibited within protection zones: 1. Storage of construction materials, debris, or excavated material. 2. Parking vehicles or equipment. 3. Foot traffic. 4. Erection of sheds or structures. 5. Impoundment of water. 6. Excavation or other digging unless otherwise indicated. 7. Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated. D. Do not direct vehicle or equipment exhaust towards protection zones. E. Prohibit heat sources, flames,ignition sources, and smoking within or near protection zones. PART 2 -PRODUCTS 2.1 MATERIALS A. Satisfactory Soil Material: Requirements for satisfactory soil material are specified in Section 31 20 00 "Earth Moving." 1. Obtain approved borrow soil material off-site when satisfactory soil material is not available on-site. PART 3 -EXECUTION 3.1 PREPARATION A. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition, as acceptable to Owner. 31 1000 SITE WORK Page 2 of 3 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 3.2 SITE IMPROVEMENTS A. Remove existing above- and below-grade improvements as indicated and necessary to facilitate repairs. B. Remove slabs,paving,curbs, gutters, and aggregate base as indicated. 1. Unless existing full-depth joints coincide with line of demolition,neatly saw-cut along line of existing pavement to remain before removing adjacent existing pavement. Saw-cut faces vertically. 2. Paint cut ends of steel reinforcement in concrete to remain with two coats of antirust coating,following coating manufacturer's written instructions.Keep paint off surfaces that will remain exposed. 3.3 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris,and legally dispose of them off Owner's property in a timely manner. B. Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. Do not interfere with other Project work. END OF SECTION 31 10 00 31 1000 SITE WORK Page 3 of 3 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 SECTION 32 13 13 - CONCRETE PAVING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes Concrete Paving Including the Following: 1. Walks. B. Related Requirements: 1. Section 03 30 00 "Cast-in-Place Concrete" for general building applications of concrete. 2. Section 32 13 73 "Concrete Paving Joint Sealants" for joint sealants in expansion and contraction joints within concrete paving and in joints between concrete paving and asphalt paving or adjacent construction. 1.3 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of blended hydraulic cement, fly ash, slag cement, and other pozzolans. B. W/C Ratio: The ratio by weight of water to cementitious materials. 1.4 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1. Review methods and procedures related to concrete paving, including but not limited to, the following: a. Concrete mixture design. b. Quality control of concrete materials and concrete paving construction practices. 2. Require representatives of each entity directly concerned with concrete paving to attend, including the following: a. Contractor's superintendent. b. Independent testing agency responsible for concrete design mixtures. C. Concrete paving Subcontractor. 32 13 13 CONCRETE PAVING Page 1 of 11 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 1.5 ACTION SUBMITTALS A. Design Mixtures: For each concrete paving mixture. Include alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. 1.6 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified ready-mix concrete manufacturer. B. Material Certificates: For the following, from manufacturer: 1. Cementitious materials. 2. Steel reinforcement and reinforcement accessories. 3. Fiber reinforcement. 4. Admixtures. 5. Curing compounds. 6. Applied finish materials. 7. Concrete Mix Design NCDOT approved or equal 8. Joint Fillers C. Material Test Reports: For each of the following: 1. Aggregates: 1.7 QUALITY ASSURANCE A. Ready-Mix-Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready- mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. 1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities" (Quality Control Manual - Section 3, "Plant Certification Checklist"). B. Testing Agency Qualifications: Qualified according to ASTM C 1077 and ASTM E 329 for testing indicated. 1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician,Grade 1, according to ACI CP-1 or an equivalent certification program. 1.8 FIELD CONDITIONS A. Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other construction activities. B. Cold-Weather Concrete Placement: Protect concrete work from physical damage or reduced strength that could be caused by frost,freezing,or low temperatures.Comply with ACI 306.1 and the following: 32 13 13 CONCRETE PAVING Page 2 of 11 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 1. When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg Fand not more than 80 deg Fat point of placement. 2. Do not use frozen materials or materials containing ice or snow. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in design mixtures. C. Hot-Weather Concrete Placement: Comply with ACI 301and as follows when hot-weather conditions exist: 1. Cool ingredients before mixing to maintain concrete temperature below 90 deg Fat time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated in total amount of mixing water.Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover steel reinforcement with water-soaked burlap, so steel temperature will not exceed ambient air temperature immediately before embedding in concrete. 3. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, soft spots,or dry areas. D. Pavement-Marking Paint: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 degrees F for oil-based materials, 55 degrees F for water-based materials, and not exceeding 95 degrees F PART 2 -PRODUCTS 2.1 CONCRETE, GENERAL A. ACI Publications: Comply with ACI 301unless otherwise indicated. 2.2 FORMS A. Form Materials: Plywood,metal,metal-framed plywood, or other approved panel-type materials to provide full-depth,continuous, straight, and smooth exposed surfaces. 1. Use flexible or uniformly curved forms for curves with a radius of 100 feet or less Do not use notched and bent forms. B. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and that will not impair subsequent treatments of concrete surfaces. 2.3 STEEL REINFORCEMENT A. Plain-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, fabricated from as-drawn steel wire into flat sheets. B. Deformed-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, flat sheet. 32 13 13 CONCRETE PAVING Page 3 of 11 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 C. Epoxy-Coated Welded-Wire Reinforcement: ASTM A 884/A 884M, Class A,plain steel. D. Reinforcing Bars: ASTM A 615/A 615M, Grade 60; deformed. E. Plain-Steel Wire: ASTM A 1064/A 1064M, as drawn. F. Deformed-Steel Wire: ASTM A 1064/A 1064M. 2.4 CONCRETE MATERIALS A. Cementitious Materials: Use the following cementitious materials, of same type, brand, and source throughout Project: 1. Portland Cement: ASTM C 150/C 150M, gray portland cement Type I/II. 2. Fly Ash: ASTM C 618, Class C. B. Normal-Weight Aggregates: ASTM C 33/C 33M, Class 4M, uniformly graded. Provide aggregates from a single source [with documented service-record data of at least 10 years' satisfactory service in similar paving applications and service conditions using similar aggregates and cementitious materials]. 1. Maximum Coarse-Aggregate Size: 3/4 inch nominal. 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. C. Air-Entraining Admixture: ASTM C 260/C 260M. D. Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material. 1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A. 2. Retarding Admixture: ASTM C 494/C 494M, Type B. 3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. E. Water: Potable and complying with ASTM C 94/C 94M. 2.5 FIBER REINFORCEMENT A. Synthetic Fiber: Monofilament polypropylene fibers engineered and designed for use in decorative concrete paving, complying with ASTM C I116/C II16M, Type III, 1/2 to 1-1/2 inches long. 1. Products: Subject to compliance with requirements,provide the following a. Specific Gravity:0.91 b. Melting Point:320 degrees F ( 160 degrees C) C. Ignition Point:1,094 degrees F (590 degrees C) d. Water Absorption: None e. Modulus of Elasticity:500 ksi f. Tensile Strength:50ksi 32 13 13 CONCRETE PAVING Page 4 of 11 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 2.6 CURING MATERIALS A. Absorptive Cover: AASHTO M 182, Class 3, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd.dry. B. Moisture-Retaining Cover: ASTM C 171,polyethylene film or white burlap-polyethylene sheet. C. Water: Potable. D. Evaporation Retarder: Waterborne, monomolecular, film forming, manufactured for application to fresh concrete. E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. F. White, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 2, Class B, dissipating. 2.7 RELATED MATERIALS A. Joint Fillers: ASTM D 1751, asphalt-saturated cellulosic fiber in preformed strips. 2.8 CONCRETE MIXTURES A. Prepare design mixtures, proportioned according to ACI 301, for each type and strength of normal-weight concrete,and as determined by either laboratory trial mixtures or field experience and or NCDOT approved Mix design. 1. When automatic machine placement is used, determine design mixtures and obtain laboratory test results that comply with or exceed requirements. B. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows: 1. Fly Ash or Pozzolan: 25 percent. 2. Combined Fly Ash or Pozzolan,and Slag Cement: 50 percent, with fly ash or pozzolan not exceeding 25 percent. C. Add air-entraining admixture at manufacturer's prescribed rate to result in normal-weight concrete at point of placement having an air content as follows: 1. Air Content: 4-1/2 percent plus or minus 1-1/2 percent for 1-inchnominal maximum aggregate size. D. Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of cement. E. Chemical Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water-reducing admixture in concrete as required for placement and workability. 32 13 13 CONCRETE PAVING Page 5 of 11 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. F. Synthetic Fiber: Uniformly disperse in concrete mixture at manufacturer's recommended rate... G. Concrete Mixtures:Normal-weight concrete. 1. Compressive Strength(28 Days): 3000 psi. 2. Maximum W/C Ratio at Point of Placement: 0.45. 3. Slump Limit: 4 inches,plus or minus 1 inch. 2.9 CONCRETE MIXING A. Ready-Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. Furnish batch certificates for each batch discharged and used in the Work. 1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. B. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. Mix concrete materials in appropriate drum-type batch machine mixer. 1. For concrete batches of 1 cu.yd.or smaller,continue mixing at least 1-1/2 minutes,but not more than 5 minutes after ingredients are in mixer,before any part of batch is released. 2. For concrete batches larger than 1 cu. yd., increase mixing time by 15 seconds for each additional 1 cu. yd.. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine exposed subgrades and subbase surfaces for compliance with requirements for dimensional, grading, and elevation tolerances. B. Proof-roll prepared subbase surface below concrete paving to identify soft pockets and areas of excess yielding. 1. Completely proof-roll subbase in one direction [and repeat in perpendicular direction]. Limit vehicle speed to 3 mph. 2. Proof-roll with a pneumatic-tired and loaded, 10-wheel,tandem-axle dump truck weighing not less than 15 tons. 3. Correct sub-base with soft spots and areas of pumping or rutting exceeding a depth of 1/2 inch according to requirements in Division 31 Section "Earth Moving" C. Proceed with installation only after unsatisfactory conditions have been corrected. 32 13 13 CONCRETE PAVING Page 6 of 11 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 3.2 PREPARATION A. Remove loose material from compacted subbase surface immediately before placing concrete. 3.3 EDGE FORMS AND SCREED CONSTRUCTION A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required lines, grades, and elevations. Install forms to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete placement. B. Clean forms after each use and coat with form-release agent to ensure separation from concrete without damage. 3.4 STEEL REINFORCEMENT INSTALLATION A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. B. Clean reinforcement of loose rust and mill scale, earth, ice, or other bond-reducing materials. C. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement. Maintain minimum cover to reinforcement. D. Install welded-wire reinforcement in lengths as long as practicable. Lap adjoining pieces at least one full mesh, and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in either direction. 3.5 JOINTS A. General:Form construction,isolation,and contraction joints and tool edges true to line,with faces perpendicular to surface plane of concrete.Construct transverse joints at right angles to centerline unless otherwise indicated. 1. When joining existing paving,place transverse joints to align with previously placed joints unless otherwise indicated. B. Construction Joints: Set construction joints at side and end terminations of paving and at locations where paving operations are stopped for more than one-half hour unless paving terminates at isolation joints. 1. Continue steel reinforcement across construction joints unless otherwise indicated. Do not continue reinforcement through sides of paving strips unless otherwise indicated. 2. Provide tie bars at sides of paving strips where indicated. 3. Butt Joints: Use bonding agent at joint locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. 4. Keyed Joints: Provide preformed keyway-section forms or bulkhead forms with keys unless otherwise indicated. Embed keys at least 1-1/2 inchesinto concrete. 32 13 13 CONCRETE PAVING Page 7 of 11 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 5. Doweled Joints: Install dowel bars or plates and support assemblies at joints where indicated. Lubricate or coat with asphalt one-half of the dowel length to prevent concrete bonding to one side of the joint. C. Isolation Joints: Form isolation joints of preformed joint-filler strips abutting concrete curbs, catch basins,manholes, inlets, structures, other fixed objects, and where indicated. 1. Locate expansion joints at intervals of 50 feet unless otherwise indicated. 2. Extend joint fillers full width and depth of joint. 3. Terminate joint filler not less than 1/2 inchor more than 1 inchbelow finished surface if joint sealant is indicated. 4. Place top of joint filler flush with finished concrete surface if joint sealant is not indicated. 5. Furnish joint fillers in one-piece lengths. Where more than one length is required, lace or clip joint-filler sections together. 6. During concrete placement, protect top edge of joint filler with metal, plastic, or other temporary preformed cap. Remove protective cap after concrete has been placed on both sides of joint. D. Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness,as follows or every 10 feet. 1. Saw Joints:Form contraction joints with a power saw equipped with a shatterproof abrasive or diamond-rimmed blade. Cut 1/8 inch wide joint into concrete when cutting action will not tear, abrade, or otherwise damage surface and before developing random contraction cracks. a. Tolerance: Ensure that sawed joints are within 3 inches either way form centers of dowels. E. Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an edging tool to a 3/8-inch radius.Repeat tooling of edges after applying surface finishes.Eliminate edging-tool marks on concrete surfaces. 3.6 CONCRETE PLACEMENT A. Before placing concrete, inspect and complete formwork installation, steel reinforcement, and items to be embedded or cast-in. B. Remove snow,ice,or frost from subbase surface and steel reinforcement before placing concrete. Do not place concrete on frozen surfaces. C. Moisten subbase to provide a uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment. D. Comply with ACI 301requirements for measuring,mixing,transporting, and placing concrete. E. Do not add water to concrete during delivery or at Project site.Do not add water to fresh concrete after testing. 32 13 13 CONCRETE PAVING Page 8 of 11 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 F. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place. G. Consolidate concrete according to ACI 301by mechanical vibrating equipment supplemented by hand spading,rodding,or tamping. 1. Consolidate concrete along face of forms and adjacent to transverse joints with an internal vibrator.Keep vibrator away from joint assemblies,reinforcement,or side forms.Use only square-faced shovels for hand spreading and consolidation. Consolidate with care to prevent dislocating reinforcement joint devices. H. Screed paving surface with a straightedge and strike off. I. Commence initial floating using bull floats or darbies to impart an open-textured and uniform surface plane before excess moisture or bleedwater appears on the surface.Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments. J. Curbs and Gutters: Use design mixture for automatic machine placement. Produce curbs and gutters to required cross section, lines, grades, finish, and jointing. K. Slip-Form Paving: Use design mixture for automatic machine placement. Produce paving to required thickness,lines, grades, finish, and jointing. 1. Compact subbase and prepare subgrade of sufficient width to prevent displacement of slip- form paving machine during operations. 3.7 FLOAT FINISHING A. General: Do not add water to concrete surfaces during finishing operations. B. Float Finish: Begin the second floating operation when bleedwater sheen has disappeared and concrete surface has stiffened sufficiently to permit operations. Float surface with power-driven floats or by hand floating if area is small or inaccessible to power units. Finish surfaces to true planes. Cut down high spots and fill low spots. Refloat surface immediately to uniform granular texture. 1. Medium-to-Fine-Textured Broom Finish: Draw a soft-bristle broom across float-finished concrete surface,perpendicular to line of traffic,to provide a uniform, fine-line texture. 3.8 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. B. Comply with ACI 306.1 for cold-weather protection. C. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x hbefore and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete but before float finishing. 32 13 13 CONCRETE PAVING Page 9 of 11 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 D. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. E. Curing Methods: Cure concrete by moisture curing, moisture-retaining-cover curing, curing compound, or a combination of these as follows: 1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following materials: a. Water. b. Continuous water-fog spray. C. Absorptive cover, water saturated and kept continuously wet. Cover concrete surfaces and edges with 12-inchlap over adjacent absorptive covers. 2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover, placed in widest practicable width,with sides and ends lapped at least 12 inches,and sealed by waterproof tape or adhesive. Immediately repair any holes or tears occurring during installation or curing period,using cover material and waterproof tape. 3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating, and repair damage during curing period. 3.9 PAVING TOLERANCES A. Comply with tolerances in ACI 117and as follows: 1. Elevation: 3/4 inch. 2. Thickness: Plus 3/8 inch,minus 1/4 inch. 3. Surface: Gap below 10-feet-long;unleveled straightedge not to exceed 1/2 inch. 4. Joint Spacing: 3 inches. 5. Contraction Joint Depth: Plus 1/4 inch,no minus. 6. Joint Width: Plus 1/8 inch,no minus. 7. Alignment of Tie-Bar End Relative to Line Perpendicular to Paving Edge: 1/2 inch per 12 inches of tie bar. 8. Lateral Alignment and Spacing of Dowels: 1 inch. 9. Vertical Alignment of Dowels: 1/4 inch. 10. Alignment of Dowel-Bar End Relative to Line Perpendicular to Paving Edge: 1/4 inch per 12 inches of dowel. 3.10 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections. B. Testing Services: Testing and inspecting of composite samples of fresh concrete obtained according to ASTM C 172/C 172M shall be performed according to the following requirements: 1. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd. or fraction thereof of each concrete mixture placed each day. 32 13 13 CONCRETE PAVING Page 10 of 11 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 a. When frequency of testing will provide fewer than five compressive-strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. 2. Testing Location: Testing shall be done at the point of placement, unless concrete is transported to the point of placement by a pump or travels greater than 50' to the point of placement by any other transportation device (e.g. will barrel, bobcat ...). If the concrete is transported greater than 50 feet from the concrete truck or is being pumped,testing shall be done at the point of placement and at the concrete truck. C. Strength of each concrete mixture will be satisfactory if average of any three consecutive compressive-strength tests equals or exceeds specified compressive strength and no compressive- strength test value falls below specified compressive strength by more than 500 psi. D. Test results shall be reported in writing to Engineer,concrete manufacturer,and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28- day tests. E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Architect but will not be used as sole basis for approval or rejection of concrete. F. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Engineer. G. Concrete paving will be considered defective if it does not pass tests and inspections. H. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 1. Prepare test and inspection reports. 3.11 REPAIR AND PROTECTION A. Remove and replace concrete paving that is broken,damaged,or defective or that does not comply with requirements in this Section. Remove work in complete sections from joint to joint unless otherwise approved by Architect. B. Protect concrete paving from damage. Exclude traffic from paving for at least 14 days after placement. When construction traffic is permitted, maintain paving as clean as possible by removing surface stains and spillage of materials as they occur. C. Maintain concrete paving free of stains, discoloration, dirt, and other foreign material. Sweep paving not more than two days before date scheduled for Substantial Completion inspections. END OF SECTION 32 13 13 32 13 13 CONCRETE PAVING Page 11 of 11 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 SECTION 32 13 73 - CONCRETE PAVING JOINT SEALANTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUBMITTALS A. Product Data: For each type of product. B. Samples for Verification: For each kind and color of joint sealant required,provide Samples with joint sealants in 1/2-inch-wide joints formed between two 6-inch-long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. C. Paving-Joint-Sealant Schedule: Include the following information: 1. Joint-sealant application,joint location, and designation. 2. Joint-sealant manufacturer and product name. 3. Joint-sealant formulation. 4. Joint-sealant color. 1.3 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. B. Product Certificates: For each type of joint sealant and accessory. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer. B. Product Testing: Test joint sealants using a qualified testing agency. 1.5 FIELD CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint- sealant manufacturenor below 50 degrees F 2. When joint substrates are wet. 32 13 73 CONCRETE PAVING JOINT Page 1 of 4 SEALANTS DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. 4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. PART 2 -PRODUCTS 2.1 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backing materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer,based on testing and field experience. B. Colors of Exposed Joint Sealants: Match adjacent concrete color. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine joints to receive joint sealants,with Installer present,for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint-sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Before installing joint sealants, clean out joints immediately to comply with joint-sealant manufacturer's written instructions. 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. B. Joint Priming: Prime joint substrates where indicated or where recommended in writing by joint- sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces. 3.3 INSTALLATION OF JOINT SEALANTS A. Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated unless more stringent requirements apply. B. Joint-Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions. 32 1373 CONCRETE PAVING JOINT Page 2 of 4 SEALANTS DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 C. Install joint-sealant backings to support joint sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of joint-sealant backings. 2. Do not stretch,twist,puncture, or tear joint-sealant backings. 3. Remove absorbent joint-sealant backings that have become wet before sealant application and replace them with dry materials. D. Install joint sealants immediately following backing installation, using proven techniques that comply with the following: 1. Place joint sealants so they fully contact joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. E. Tooling of Nonsag Joint Sealants:Immediately after joint-sealant application and before skinning or curing begins, tool sealants according to the following requirements to form smooth,uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint: 1. Remove excess joint sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by joint-sealant manufacturer and that do not discolor sealants or adjacent surfaces. F. Provide joint configuration to comply with joint-sealant manufacturer's written instructions unless otherwise indicated. 3.4 CLEANING AND PROTECTION A. Clean off excess joint sealant as the Work progresses, by methods and with cleaning materials approved in writing by joint-sealant manufacturers. B. Protect joint sealants,during and after curing period,from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion.If,despite such protection,damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately and replace with joint sealant so installations in repaired areas are indistinguishable from the original work. 3.5 PAVING-JOINT-SEALANT SCHEDULE 1. Joint-Sealant Application:Joints within concrete paving and between concrete and asphalt paving 2. Joint Location: a. Joints between concrete and asphalt paving. 32 13 73 CONCRETE PAVING JOINT Page 3 of 4 SEALANTS DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 b. Joints between concrete curbs and asphalt paving. C. Other joints as indicated. 3. Joint Sealant:Urethan Joint Sealant for Concete:Multicomponent,pourable,traffic grade.. B. Joint-Sealant Application: Fuel-resistant joints within concrete paving . 1. Joint Location: a. Expansion and isolation joints in concrete paving. b. Contraction joints in concrete paving. C. Expansion and isolation joints in cast-in-place concrete pavement. d. Contraction joints in cast-in-place concrete slabs. e. Other joints as indicated. C. Joint Sealant Color: match adjacent concrete. END OF SECTION 32 13 32 13 73 CONCRETE PAVING JOINT Page 4 of 4 SEALANTS DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 SECTION 33 41 00- STORM UTILITY DRAINAGE PIPING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section.All utilities incorporated in the project shall be provided, installed and tested in accordance with Local Municipal Regulations B. NCDOT Standards and Specifications for work inside public right-of-way. C. Local Municipal standards and specifications for work on site. 1.2 DELIVERY, STORAGE,AND HANDLING A. Do not store plastic manholes,pipe,and fittings in direct sunlight. B. Protect pipe,pipe fittings, and seals from dirt and damage. C. Handle manholes according to manufacturer's written rigging instructions. D. Handle catch basins, stormwater inlets and stormwater riser structures according to manufacturer's written rigging instructions. 1.3 PROJECT CONDITIONS A. Interruption of Existing Storm Drainage Service: Do not interrupt service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary service according to requirements indicated: 1. Notify Construction Manager no fewer than 7 calendar days days in advance of proposed interruption of service. 2. Do not proceed with interruption of service without Construction Manager's written permission. PART 2 -PRODUCTS PART 3 -EXECUTION 3.1 EARTHWORK A. Excavation,trenching, and backfilling are specified in Section 3120 00 "Earth Moving." 3341 00 STORM UTILITY DRAINAGE Page 1 of 3 PIPING DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 3.2 PIPING INSTALLATION A. General Locations and Arrangements: Drawing plans and details indicate general location and arrangement of underground storm drainage piping. Location and arrangement of piping layout take into account design considerations. Install piping as indicated, to extent practical. Where specific installation is not indicated, follow piping manufacturer's written instructions. B. Install piping beginning at low point, true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings according to manufacturer's written instructions for use of lubricants, cements, and other installation requirements. C. Install manholes for changes in direction unless fittings are indicated. Use fittings for branch connections unless direct tap into existing sewer is indicated. D. Install proper size increasers, reducers, and couplings where different sizes or materials of pipes and fittings are connected. Reducing size of piping in direction of flow is prohibited. E. When installing pipe under streets or other obstructions that cannot be disturbed,use pipe jacking process of microtunneling. F. Install gravity-flow,nonpressure drainage piping according to the following: 1. Install piping pitched down in direction of flow. 2. Install piping to invert inverts shown on Drawings. 3. Install piping per local, state and manufacturer recommendations. 3.3 STORM DRAINAGE STRUCTURES A. General: Install junction boxes, catch basins and drop inlets according to local, state and manufacturer recommendations. B. Install precast concrete manhole sections with sealants according to ASTM C 891. C. Where specific manhole construction is not indicated, follow manhole manufacturer's written instructions. D. Set tops of frames and covers flush with finished surface of manholes that occur in pavements. Set tops 3 inches above finished surface elsewhere unless otherwise indicated. E. Where drop inlets are called for along the edge of proposed pavements,the drop inlet casting shall be set parallel and immediately adjacent to the edge of the pavement, so as to result in a neat finished appearance. F. Storm structure inverts shall be constructed as shown in the Drawings. G. Riser structure shall be placed at exact elevation shown in the Drawings. H. Cleanout structures shall be constructed at the exact location shown in the Drawings. 3341 00 STORM UTILITY DRAINAGE Page 2 of 3 PIPING DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 I. Cleanout rim elevations shall be placed at the bottom of the decorative stone elevations, unless otherwise shown in the Drawings. 3.4 FIELD QUALITY CONTROL A. Inspect interior of piping to determine whether line displacement or other damage has occurred. Inspect after approximately 24 inchesof backfill is in place, and again at completion of Project. 1. Submit separate reports for each system inspection. 2. Defects requiring correction include the following: a. Alignment: Less than full diameter of inside of pipe is visible between structures. b. Deflection: Flexible piping with deflection that prevents passage of ball or cylinder of size not less than 92.5 percent of piping diameter. C. Damage: Crushed,broken, cracked, or otherwise damaged piping. d. Infiltration: Water leakage into piping. e. Exfiltration: Water leakage from or around piping. 3. Replace defective piping using new materials, and repeat inspections until defects are within allowances specified. 4. Reinspect and repeat procedure until results are satisfactory. B. Test new piping systems, and parts of existing systems that have been altered, extended, or repaired, for leaks and defects. 1. Do not enclose,cover, or put into service before inspection and approval. 2. Test completed piping systems according to requirements of authorities having jurisdiction. 3. Schedule tests and inspections by authorities having jurisdiction with at least 48 hours' advance notice. 4. Submit separate report for each test. C. Leaks and loss in test pressure constitute defects that must be repaired. D. Replace leaking piping using new materials, and repeat testing until leakage is within allowances specified. 3.5 CLEANING A. Clean interior of piping of dirt and superfluous materials. Flush with water. END OF SECTION 33 4100 3341 00 STORM UTILITY DRAINAGE Page 3 of 3 PIPING DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 SECTION 33 46 00 - SUBDRAINAGE PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Perforated-wall pipe and fittings. 2. Drainage panels. 3. Geotextile filter fabrics. 1.3 ACTION SUBMITTALS A. Product Data: 1. Drainage panels, including rated capacities. 2. Geotextile filter fabrics. PART 2 -PRODUCTS 2.1 PERFORATED-WALL PIPES AND FITTINGS A. Perforated PE Pipe and Fittings: 1. NPS 6and Smaller: ASTM F 405 or AASHTO M 252, Type CP; corrugated, for coupled joints. 2. NPS Band Larger: ASTM F 667; AASHTO M 252, Type CP; or AASHTO M 294, Type CP; corrugated; for coupled joints. 3. Couplings: Manufacturer's standard,band type. B. Perforated PVC Sewer Pipe and Fittings: ASTM D 2729,bell-and-spigot ends, for loose joints. 2.2 DRAINAGE PANELS A. Drainage panels are to be submitted to the Architect for approval. 33 46 00 SUBDRAINAGE Page 1 of 4 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 2.3 SOIL MATERIALS A. Soil materials are specified in Section 3120 00 "Earth Moving." 2.4 WATERPROOFING FELTS A. Material: Comply with [ASTM D 226,Type I, asphalt] [or] [ASTM D 227, coa]-tar]-saturated organic felt. 2.5 GEOTEXTILE FILTER FABRICS A. Description: Fabric of PP or polyester fibers or combination of both, with flow rate range from 110 to 330 gpm/sq. ft.when tested according to ASTM D 4491. B. Structure Type: Nonwoven,needle-punched continuous filament. 1. Survivability: AASHTO M 288 Class 2. 2. Styles: Flat and sock. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine surfaces and areas for suitable conditions where subdrainage systems are to be installed. B. If subdrainage is required for landscaping, locate and mark existing utilities, underground structures, and aboveground obstructions before beginning installation and avoid disruption and damage of services. C. Verify that drainage panels installed as part of foundation wall waterproofing is properly positioned to drain into subdrainage system. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 EARTHWORK A. Excavating,trenching, and backfilling are specified in Section 3120 00 'Barth Moving." 3.3 FOUNDATION DRAINAGE INSTALLATION A. Foundation drainage shall be constructed as shown in the Drawings and per manufacturer recommendations. 33 46 00 SUBDRAINAGE Page 2 of 4 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 3.4 LANDSCAPING DRAINAGE INSTALLATION A. Landscape drainage shall be constructed as shown in the Drawings and per manufacturer recommendations. 3.5 PIPING INSTALLATION A. Install piping beginning at low points of system, true to grades and alignment indicated, with unbroken continuity of invert. Bed piping with full bearing in filtering material. Install gaskets, seals, sleeves, and couplings according to manufacturer's written instructions and other requirements indicated. 1. Foundation Subdrainage:Install piping level and with a minimum cover of 18 inches unless otherwise indicated. 2. Underslab Subdrainage: Install piping level. 3. Plaza Deck Subdrainage: Install piping level. 4. Retaining-Wall Subdrainage:When water discharges at end of wall into stormwater piping system, install piping level and with a minimum cover of 18 inches unless otherwise indicated. 5. Landscaping Subdrainage: Install piping pitched down in direction of flow, at a minimum slope of 1.0 percent percent and with a minimum cover of 18 inches unless otherwise indicated. 6. Lay perforated pipe with perforations down. 7. Excavate recesses in trench bottom for bell ends of pipe.Lay pipe with bells facing upslope and with spigot end entered fully into adjacent bell. B. Use increasers,reducers, and couplings made for different sizes or materials of pipes and fittings being connected. Reduction of pipe size in direction of flow is prohibited. C. Install thermoplastic piping according to ASTM D 2321. 3.6 PIPE JOINT CONSTRUCTION A. Join perforated PE pipe and fittings with couplings according to ASTM D 3212 with loose banded, coupled, or push-on joints. B. Join perforated PVC sewer pipe and fittings according to ASTM D 3212 with loose bell-and- spigot,push-on joints. C. Special Pipe Couplings: Join piping made of different materials and dimensions with special couplings made for this application.Use couplings that are compatible with and fit materials and dimensions of both pipes. 3.7 BACKWATER VALVE INSTALLATION A. Comply with requirements for backwater valves specified in Section 33 41 00 "Storm Utility Drainage Piping." 33 46 00 SUBDRAINAGE Page 3 of 4 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B 11/20/2020 3.8 CLEANOUT INSTALLATION A. Comply with requirements for cleanouts specified in Section 33 41 00 "Storm Utility Drainage Piping." B. Cleanouts for [Foundation] , [Retaining-Wall] , [and] [Landscaping] Subdrainage: 1. Install cleanouts from piping to grade. Locate cleanouts at beginning of piping run and at changes in direction. Install fittings so cleanouts open in direction of flow in piping. 2. Install cleanouts as shown in the Drawings and per manufacturer recommendations. 3.9 CONNECTIONS A. Comply with requirements for piping specified in Section 33 41 00 "Storm Utility Drainage Piping."Drawings indicate general arrangement of piping, fittings, and specialties. 3.10 FIELD QUALITY CONTROL A. Tests and Inspections: 1. After installing drainage course to top of piping,test drain piping with water to ensure free flow before backfilling. 2. Remove obstructions, replace damaged components, and repeat test until results are satisfactory. B. Drain piping will be considered defective if it does not pass tests and inspections. C. Prepare test and inspection reports. 3.11 CLEANING A. Clear interior of installed piping and structures of dirt and other superfluous material as work progresses.Maintain swab or drag in piping and pull past each joint as it is completed.Place plugs in ends of uncompleted pipe at end of each day or when work stops. END OF SECTION 33 46 00 33 46 00 SUBDRAINAGE Page 4 of 4 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B ORANGE COUNTY NORTH CAROLINA DISPUTE RESOLUTION RULES AND PROCEDURES FOR ORANGE COUNTY DESIGN, BUILDING CONSTRUCTION, RENOVATION,AND REPAIR PROJECTS RULE 1. INITIATING MEDIATED SETTLEMENT CONFERENCES A. Purpose of Mandatory Settlement Conferences. Pursuant to G.S. §143-128(f1) and 143- 135.26(11),these Rules are promulgated to implement a mediated settlement program designed to focus the parties' attention on settlement rather than on claim preparation and to provide an opportunity for orderly settlement negotiations to take place. Nothing herein is intended to limit or prevent the parties from engaging in settlement procedures voluntarily at any time prior to or during commencement of the dispute resolution process. B. Initiating the Dispute Resolution Process 1. Any party to a County public construction contract(referred to herein generally as the "Contract") governed by Article 8. Ch. 143 of the General Statutes and identified in G.S. § 143- 128(f1) and who is a party to a dispute arising out of the Contract and the construction process in which the amount in controversy is at least$15,000 may submit a written request to the County for mediation of the dispute. 2. Prior to submission of a written request for mediation to the County,the party requesting mediation should give notice of any and all claims in accordance with their respective contracts, obtain decisions on the claims as required or allowed by their respective contracts, and attempt to resolve the dispute according to the terms and conditions in their respective contracts.The Mediator may adjourn any mediated settlement conference if the Mediator believes, in his or her sole discretion,that the parties have not satisfied all of the terms and conditions of their respective contracts and that doing so will enhance the prospects for a negotiated settlement. C.Condition Precedent to Litigation. Before any party to a Contract may commence a civil action against the County seeking remedies for breach or non-performance of the Contract by the County, said party must first initiate the dispute resolution process under these rules and attend and participate in good faith in the mediated settlement conference. RULE 2. SELECTION OF MEDIATOR A. Mediator Listing.A List of Mediators acceptable to the County is maintained by the County Attorney and that list is incorporated by reference into these Rules. B. Selection of Mediator.The party requesting mediation shall select a Mediator from the List of Mediators and shall file,with the County, a Notice of Selection of Mediator within 21 days of the request for mediation. Such notice shall state the name, address, and phone number of the Mediator selected. If Revised 11/19 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B the Mediator selected is not available or declines to participate for any reason,the requesting party shall select another person from the List of Mediators. If the party requesting mediation does not select and designate a mediator within 21 days of the request for mediation,the County shall have the right in its absolute discretion to appoint a mediator from its List of Mediators. C. Disqualification of Mediator. Any party may request replacement of the Mediator for good cause. Nothing in this provision shall preclude Mediators from disqualifying themselves. RULE 3.THE MEDIATED SETTLEMENT CONFERENCE A. Where Conference is to be Held. Unless all parties and the Mediator otherwise agree, the mediated settlement conference shall be held in county seat of Orange County.The Mediator shall be responsible for reserving a place, making arrangements for the conference, and giving timely notice of the time and location of the conference to all attorneys, unrepresented parties and other persons or entities required to attend. B. When Conference is to be Held.The mediation shall be completed within 90 days after selection of the Mediator unless all parties to the mediation agree to a different schedule. C. Request to Accelerate or Extend Deadline for Completion. Any party or the Mediator may request the County to accelerate or extend the deadline for completion of the conference. Such request shall state the reasons the acceleration or extension is sought and shall be served by the moving party upon the other parties and the Mediator. Objections to the request must be promptly communicated to the County and to the Mediator. The County,with the concurrence of the designated Mediator, may grant the request by adjusting the time for completion of the conference. D. Recesses.The Mediator may recess the mediation conference at any time and may set times for reconvening. If the Mediator determines the time and place where the conference is to reconvene before the conference is recessed, no further notice is required to persons present at the conference. E. Project Delay.The mediated settlement conference that results from a construction contract dispute shall not be cause for the delay of the construction project. RULE 4. DUTIES OF PARTIES AND OTHER PARTICIPANTS IN FORMAL DISPUTE RESOLUTION PROCESS A.Attendance. 1. All parties to the dispute must designate an official representative to attend the mediation. 2. "Attendance" means physical attendance, not by telephone or other electronic means.Any attendee representing a party must have authority from that party to bind it to any agreement reached as a result of the mediation. 3. Attorneys representing parties may attend the mediation, but are not required to do so. Revised 11/19 DocuSign Envelope ID:070B6BC7-CDE2-4A08-BE62-07FA6BFD053B 4. Sureties and insurance company representatives are required to physically attend the mediation unless the Mediator and all of the other parties to the mediation excuse their attendance or consent to their attendance by telephone or other electronic means. 5.The parties who attend a duly scheduled mediation conference shall have the right to recover their share of the Mediator's compensation from any party or parties who fail to attend the conference without good cause. B. Finalizing Agreement. If an agreement is reached in the conference,the terms of the agreement shall be confirmed in writing and signed by all parties. C. Payment of Mediation Fee: Mediation Fees charged by the Mediator shall be paid in accordance with G.S. § 143-128(f1). D. Failure to Compensate Mediator. Any party's failure to compensate the Mediators in accordance with G.S. § 143-128(f1) shall subject that party to a withholding by the County of said amount of money from the party's payment or any other moneys owed by that party to the County. Should the County fail to compensate the Mediator, it shall hereby be subject to a civil cause of action from the Mediator for the County's portion of the Mediator's total fee as required by G.S. § 143-128(f1). RULE 5.AUTHORITY AND DUTIES OF MEDIATORS A.Authority of Mediator. 1.Control of Conference. The Mediator shall at all times be in control of the conference and the procedures to be followed. 2.Private Consultation. The Mediator may communicate privately with any participant or counsel prior to and during the conference.The fact that private communications have occurred with a participant shall be disclosed to all other participants at the beginning of the conference. 3.Scheduling the Conference. The Mediator shall make a good faith effort to schedule the conference at a time that is convenient with the participants, attorneys and Mediator. In the absence of agreement,the Mediator shall select the date for the conference. 4.Determining good cause for a party's failure to appear at a scheduled mediation conference. B.Duties of Mediator. 1.The Mediator shall define and describe the following at the beginning of the conference: a.The process of mediation. b.The difference between mediation and other forms of conflict resolution. c.The costs of the mediated settlement conference. d.That the mediated settlement conference is not a trial, the Mediator is not a judge, and the parties retain their legal rights if they do not reach settlement; however,the Revised 11/19 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B Mediator will advise all parties that failure to appear at mediation without good cause may result in imposition of sanctions and may be asserted as a bar to lawsuits by claimants who have failed to exhaust this administrative remedy. e.The circumstances under which the Mediator may meet and communicate privately with any of the parties or with any other person. f.Whether and under what conditions communications with the Mediator will be held in confidence during the conference. g.The inadmissibility of conduct and statements as provided by G.S. §7A-38.1(1). h.The duties and responsibilities of the Mediator and the participants. i.That any agreement reached will be reached by mutual consent. 2. Disclosure:The Mediator has a duty to be impartial and to advise all participants of any possible bias, prejudice or partiality. 3. Declaring Impasse:The Mediator may determine at any time during the mediation conference that an impasse exists and that the conference should end. 4. Reporting Results of Conference. The Mediator shall submit a written report to the County and the other parties within 10 days of the conference stating whether or not the parties reached an agreement.The Mediator's report shall indicate the absence of any party from the mediated settlement conference without permission or good cause. 5. Scheduling and Holding the Conference. It is the duty of the Mediator to schedule the conference and conduct it prior to the deadline of completion set by the rules.The Mediator shall strictly observe deadlines for completion of the conference unless said time limit is changed by agreement of the parties. RULE 6. COMPENSATION OF THE MEDIATOR The parties shall compensate the Mediator for mediation services at the rate proposed by the Mediator and agreed to by the parties at the time the Mediator is selected. RULE 7. RULE MAKING These Rules may be amended by the County at any time.Amendments will not affect mediations where claims and/or requests for mediation have been filed at the time the amendment takes effect. RULE 8. DEFINITIONS A. "County" shall mean Orange County North Carolina. B. "Project Designer" is that person or firm stipulated as project designer in the Contract Documents for the project. Revised 11/19 DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B C. "Claim" is a demand or assertion by a party seeking adjustment or interpretation of Contract terms, payment of money, extension of time or other relief with respect to the terms of the Contract.The term "Claim" also includes other disputes and matters in question between the parties to a Contract involved in the County's building construction renovation and repair projects arising out of or relating to the Contract or the construction process. Claims must be initiated by a written notice.The responsibility to substantiate Claims shall rest with the party making the Claim. D. "Good Cause"generally includes any circumstance beyond the control of a party, which prevents that party from meeting obligations. When good cause is asserted as an excuse for a party's failure to appear at a mediation conference or to otherwise comply with the requirements of these Rules,the Mediator, in his or her sole discretion, will determine whether good cause exists to excuse the party's failure to appear or otherwise comply with these rules. RULE 9.TIME LIMITS A. Any time limit provided for by these Rules may be waived or extended at the sole discretion of the County, if no Mediator has been selected, and at the discretion of the County with concurrence of the Mediator if a Mediator has been selected. Revised 11/19