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HomeMy WebLinkAbout2021-493-E-AMS-Stickland Waterproofing Company-Eno River Parking Deck Repairs Revised 06/21 1 [Departmental Use Only] TITLE ERPD Repairs OC5324 FY 2021-2022 NORTH CAROLINA CONSTRUCTION AGREEMENT UNDER $250,000.00 ORANGE COUNTY THIS CONSTRUCTION AGREEMENT (hereinafter called “Agreement”), made as of the 16th day of September, 2021, by and between Strickland Waterproofing Company, Inc., (hereinafter called the “Contractor”), and Orange County, a political subdivision of the State of North Carolina, (hereinafter called the “County,” “Orange County,” or “Owner”). W I T N E S S E T H: 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 S001, S010G, S100, S100U, S200, S300, S300U, S400, S400U, S500, S510 dated 6/26/2020) b. Written specifications prepared by the project engineer. c. Strickland Waterproofing Company, Inc. proposal dated July 13, 2021 which fully describes the work to be performed. Such work will hereafter be called the “Work”. d. Related documents listed under Section 1 above. DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 06/21 2 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 November 30, 2021 or 75 Calendar Days from the date of the Notice to Proceed. 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. DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 06/21 3 e. If activities related to the performance of this Agreement require specific licenses, 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 Twenty-Nine Thousand Four Hundred Sixty-One Dollars ($129,461.00)(Pricing includes base bid plus atlernates M2, M3 and M4). 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 1110 Navaho Drive, Ste 600, Raleigh, NC 27609 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. DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 06/21 4 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 http://www.orangecountync.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 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 06/21 5 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 http://www.orangecountync.gov/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. DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 06/21 6 b. In the event that public funds are unavailable or 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 or 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. 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 Strickland Waterproofing Company, Inc. Attn: A. Barnes 500 N. Hoskins Road P.O. Box 8181 Charlotte, NC Hillsborough, NC 27278 28216 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 rejection may be made before or after substantial completion. If applicable, any additional DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 06/21 7 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.orangecountync.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 11A and Article 40 of North Carolina General Statute Chapter 66. l. 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. m. 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. 12. CONSEQUENTIAL AND LIQUIDATED DAMAGES DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 06/21 8 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 the Contract if a Court or other Public authority having jurisdiction enters a lawful order DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 06/21 9 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 ____________________________________ ________________________________________ Signature Signature County Manager ________________________________________ Printed Name and Title DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 9/8/2021 Chris Orton Project Manager 9/14/2021 Revised 06/21 10 ORANGE COUNTY—DEPARTMENT USE ONLY ______________________________________________________________________________ Party/Vendor Name: Stickland Waterproofing Company, Inc Party/Vendor Contact Person: Chris Orton (corton@stricklandwaterproofing.com) Contact Phone: 704.347.1345 Party/Vendor Address: 500 N. Hoskins Road City Charlotte State: NC Zip: 28216 Department: AMS Amount: $129,461 (Includes base bid plus alternates M2, M3 & M4) Purpose: Eno River Parking Deck Repairs Budget Code(s): 61370035-880000-30029 Vendor # 66543 (N/A if new vendor) Vendor is a BOCC consultant? Yes No Contract Type: (Check one) New Renewal Amendment Effective Date 9/16/2021 Approved by Board Yes No Agenda Date: --- For Section XIV. c. contracts only, Approved by Board in Current FY Budget Yes No 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: N/A 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 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:_________ DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 9/8/2021 9/8/2021 9/13/2021 9/14/2021 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 94,981.00 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 VENDOR NAME BASE BID Alt M-1 Alt M-2 Alt M-3 Alt M-4 IQ Contracting, LLC 152,471.75 309,753.00 24,570.00 9,266.00 18,850.50 Strickland Waterproofing Company, Inc 94,981.00 183,063.00 24,960.00 3,485.00 6,035.00 Capital Restoration and Waterproofing, Inc.141,753.90 198,120.00 28,821.00 3,661.30 11,068.90 J. T. Murphy Construction, Inc.128,600.00 419,100.00 31,200.00 3,280.00 5,680.00 Structural Waterproofing LLC 210,495.00 329,700.00 38,025.00 3,997.50 6,922.50 Triangle Grading & Paving, Inc 272,850.00 171,450.00 62,400.00 5,740.00 17,750.00 Purchasing Agent: Jovana Amaro TABULATIONS DUE DATE: July 15, 2021 at 5:00 pm Bid No 367-OC5324: ENO River Parking Deck Repairs ORANGE COUNTY NORTH CAROLINA DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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. 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). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 9/7/2021 (704) 332-8871 10725 Strickland Waterproofing Co. 500 North Hoskins Road Charlotte, NC 28216 13868 12537 10844 19682 A 1,000,000 X 100026399205 7/1/2021 7/1/2022 50,000 XCU, Contractual 0 Indp. Contractor 1,000,000 2,000,000 2,000,000 1,000,000B PCA0027656 7/1/2021 7/1/2022 Comp. Ded. $1000 Collision Ded. $1000 5,000,000C BTN2127656 7/1/2021 7/1/2022 5,000,000 0 D WCP1072764 7/1/2021 7/1/2022 1,000,000 N 1,000,000 1,000,000 E Leased/Rented 22MSNN9154 10/1/2021 Limit 250,000 Orange County is hereby an Additional Insured with regards to the General Liability per written contract. Orange County Asset Management Services 300 West Tryon Street Bldg B 3rd Floor Office 10 Hillsborough, NC 27278 STRIWAT-01 JCLARK Lowry Insurance PO Box 30517 Charlotte, NC 28230 Info@lowryassoc.com Liberty Surplus Insurance Corporation Builders Premier Insurance United Specialty Insurance Co. Builders Mutual Ins Co Hartford Fire Insurance Co. X 10/1/2022 X X X X X X X X X X X X X DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 P.O. Box 8181 * 300 West Tryon Street, Building B, 3rd Floor * Hillsborough, North Carolina 27278 Telephone: 919 245-2625 Fax: 919-640-1873 E-mail: amservice@orangecountync.gov Addendum 1 Addendum Date: July 6, 2021 Project Name ENO River Parking Deck Repairs Project No. ERPD 30029 Owner: Orange County, NC 405 Meadowlands Drive Hillsborough, NC 27278 Location: 131 West Margaret Lane Hillsborough, NC 27278 Engineering: Summit Design and Engineering Services 1110 Navaho Drive, Ste 600 Raleigh, NC 27609 Wes Taylor, PE, SE (IL) Senior Structural Engineer Tel: 919.322.0115 x 3218 Email: wes.taylor@summitde.net This addendum shall be included in the contract for the above referenced project. All General, Supplementary and Special Conditions, etc..., as originally or as modified below shall apply to these items. BID DUE DATE HAS BEEN EXTENDED: Bids will be received until Thursday July 17th, 2021 by 5:00p.m., for a Single Prime Contract at: Orange County Finance Office 405 Meadowlands Drive Hillsborough, NC 27278 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Page 2 of 6 General 1. A non-mandatory Prebid Meeting was held on On behalf of the Owner and Engineers, we would like to thank you for your interest and attendance at this Pre-Bid Conference. I. Bid: NOTE DUE DATE HAS BEEN EXTENDED. Bids will be received until Thursday July 17th, 2021 by 5:00p.m., for a Single Prime Contract at: Orange County Finance Office 405 Meadowlands Drive Hillsborough, NC 27278 This is an informal bid. Bid responses shall be submitted to Orange County Purchasing Agent via email at Jamaro@orangecountync.gov in pdf format. II. Bid Day Documents: Refer to Bid Forms 1. Proposal Form Pages 1 through 3 2. Bid Bond is not required for this project 3. Minority Business Guidelines (10% Goal) 4. E-Verify Affidavit and Living Wage Acknowledgement Pages 11 and 12 5. Orange County Nondiscrimination Certification Pages 13 and 14 6. Bid email shall include the following in the subject line: Bid No. 367-OC5324 Eno River Parking Deck 7. Any bids that have qualifying notes or comments will be rejected. DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Page 3 of 6 8. For mailed bids, it is the contractor’s responsibility to ensure the bid arrives prior to the bid closing date and time. III. Alternates / Allowances: Alternates Alternate Repair Item M-1 Deck Resurfacing Alternate Repair Item M-2 Additional Construction Joint Repair M-1 Alternate Repair Item M-3 Deck Perimeter Joint Sealant Alternate Repair Item M-4 Seal Column & Wall Panel Joints Allowances None IV. E-Procurement Vendors E-Procurement rules WILL apply for Registered E-Procurement Vendors only. If the low bidder is an E-Procurement Vendor, the owner will not be responsible for any fees associated with the E-Procurement process incurred by the low bidder or any subcontractor. Refer to Special Conditions Article 8. V. Schedule: Notice to Proceed: anticipated August 1, 2021 Substantial Completion: October 15, 2021 or 75 calendar days from the Notice to Proceed date. Final Completion: shall occur 30 days after Substantial Completion VI. Liquidated Damages: See Supplementary General Conditions: $500.00 each calendar day in excess of the stated completion time. VII. Examination of Bid Documents: All Bidders are expected to fully examine and familiarize themselves with the Drawings, Specifications and Existing Conditions. All Bidders should read the scopes of the bid package. Any questions or clarifications should be directed to the Orange County Project Manager. No allowances will be made after the bids are received for any oversight due to failure to examine the documents. DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Page 4 of 6 VIII. Substitutions: Substitutions or approvals of “Equals” will only be accepted if approved by the Engineer in writing at least 7 days prior to the receipt of bids: July 1, 2021 will be the last day to submit substitution requests. IX. Technical Questions: Technical questions shall be submitted to Orange County Project Manager as soon as possible by phone or preferred email. Angel Barnes Abarnes@orangecountync.gov 919.245.2628 X. Construction Documents: This is an informal bid and construction documents and specifications are available in PDF format on the Orange County Website. All addenda will be posted on the website. If you have any issues or cannot download any of the documents, please let us know and we will work to make sure you can get them. XI. Addenda: Addenda will be emailed to everyone at the prebid meeting and posted on the Orange County Website. XII. Engineer’s brief description of the project: This project consist of repairs to the Orange County Eno River Parking Deck. This parking deck was constructed in 2009. The repairs to this deck consist of Resurfacing, replacing concrete joint sealant, concrete patch repair, epoxy deck crack repair, replace/repair deck drain, clean/unclogging drains. XIII. Accepted Alternates: REQUEST No. 1 The project details for the above project have the Sikalastic Traffic Coating System for the deck coating application at the top level of the garage. Primer: Sikalastic Primer, Base: Sikalastic 710 & Wear & Top: Sikalastic 715 LoVOC I would like to propose the following Sikalastic Traffic Coating System for this project. - Primer: Sikalastic Primer DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Page 5 of 6 - Base: Sikalastic 710 - Wear: Sikalastic 715 - Top: Sikalastic 735AL @ 55 dry mil thickness (Heavy Duty System) REQUEST No. 1 RESPONSE: Sika’s representative is proposing using Sikalastic 715 as a wear coat and Sikalastic 735AL as a top coat as alternate to Sikalastic 715 LoVOC. These alternates are approved and apply to Detail 1/S510, Step 5 of the repair sequence. REQUEST No. 2: Please see the cross overs for BASF products. Please let me know if it is acceptable to use the BASF products below. Sikatop 122 Plus - Masteremaco T1061 Sikatop 123 Plus - Masteremaco N425 Armatec 110 - Masteremaco P124 Sikadur 55 SLV (I would use sika 35 LPL) I need a long pot life epoxy - Masterseal 630 if used as a crack sealer – Masterinject 1380 if used as an Injection material Sikaflex 1a – SL - Masterseal SL1 Sika 710/735 Traffic coating - Masterseal Traffic 1500 (M200 Base / TC225 Top Coat) Sika 2c NS - Masterseal NP2 REQUEST No. 2 RESPONSE: The MasterEmaco and MasterSeal products proposed as alternates in the request below are acceptable. We don’t specify Sikaflex-2c NS on our drawings but MasterSeal NP 2 is acceptable for use as a joint sealant per 2A/S500 as required. REQUEST No. 3: 1. Substitutions for the base bid repair items. a. 2A – Mapeflex PU50 SL is a one-component self-leveling polyurethane sealant for the 5/8” X ½” Control Joint repairs b. 3A – Horizontal repairs i. Planibond 3C as bonding agent and corrosion inhibitor ii. Mapecem 202 is a two-component, fast setting mortar for the horizontal repairs c. 3B – Overhead repairs i. Planibond 3C as bonding agent and corrosion inhibitor ii. Planitop XS is one-component, fast-setting, fiber-reinforced mortar for the overhead repairs d. 3C – Vertical Repairs i. Planibond 3C as bonding agent and corrosion inhibitor ii. Planitop XS is one-component, fast-setting, fiber-reinforced mortar for the overhead repairs e. 3D – Deck Crack Repairs i. Epojet LV is a very low-viscosity, epoxy injection and gravity fee resin for crack repairs less than ¼” in width 2. Substitution for alternate repair items. a. M1 – Deck Resurface heavy pedestrian/light vehicular traffic coating i. Mapefloor PU Primer (3 to 5 mils) for the Primer ii. Mapefloor PU 400 FC (20 mils) for the detail coat iii. Mapefloor PU 400 FC (20 mils) for the base coat iv. Mapefloor Finish 450 (15 mils) for the aliphatic top coat DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Page 6 of 6 b. M2 – Mapeflex PU40 NS is a one-component NON Sag polyurethane sealant for the Perimeter joint sealant repairs c. M3 – Mapeflex PU40 NS is a one-component NON Sag polyurethane sealant for the Column and Wall joint sealant repairs REQUEST No. 3 RESPONSE: The products submitted in the email below are acceptable. For simplicity, I have tabularized the alternates below: Specified Product Approved Alternate Applicable Repair Detail(s) Sikaflex-1c SL Mapeflex PU50 2A Armatec 110 EpoCem Planibond 3C 3A, 3B, 3C SikaTop-122 Plus MapeCem 202 3B SikaTop-123 Plus Planitop XS 3A, 3B, 3C Sikadur-55 SLV Epojet LV 3D Sikalastic Primer Sikalastic-710 Sikalastic-715 LoVOC Mapefloor PU Primer Mapefloor PU 400 Mapefloor Finish 450 M-1 Sikaflex-1c SL Mapeflex PU40 NS M-2, M-3 Questions and Responses: 1. Since there will be NO hot work we do not need to take the training correct? Answer: This is correct. The training is only required if HOT WORK will be performed. 2. For Alternate M1 – Would we have the entire 38,100 SF at once to complete the Traffic Coating? If not is it still “Only 25% of each level” that we will get? Answer: Contract shall have only 25% of each level to complete alternate M1. 3. Alternate M3 – this is exterior joints correct. Answer: The contractor will need to reseal the joints on the exterior face of walls and interior face at the columns. Attachments: 1. Prebid Sign in Sheet 2. Form of Proposal Rev 1 3. E-Verify Affidavit and Living Wage 4. Orange County Non-Discrimination Certification DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 07/20 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 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 07/20 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. DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 07/20 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 DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 07/20 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 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. DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 Revised 07/20 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. DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O RState License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: CHECKED BY:6/26/2020 1:20:56 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S001 6/26/2020 JWT GENERAL NOTESPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK CCB 6/26/2020 106 NASH & KOLLOCK,HILLSBOROUGH, NC 27278I.SPECIFICATIONS: A.CONSTRUCTION: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, 2018. B.STANDARDS: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, 2018. NORTH CAROLINA BUILDING CODE, 2018. II.GENERAL: A.THESE DRAWINGS, ALONG WITH ANY SPECIFICATIONS ISSUED, CONSTITUTE THE CONTRACT DESIGN DOCUMENTS. ANY DISCREPANCY BETWEEN THE TWO SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. FOR ESTIMATING PURPOSES, THE CONTRACTOR SHALL ASSUME THE MORE COSTLY ALTERNATIVE. NO MATERIALS MAY BE ORDERED AND NO WORK MAY PROCEED UNTIL THE DISCREPANCY IS RESOLVED BY THE DESIGN PROFESSIONAL. B. THE CONTRACTOR SHALL PROVIDE THE ENGINEER SAFE ACCESS TO ALL AREAS OF WORK THROUGHOUT THE COURSE OF CONSTRUCTION AND FOR FINAL INSPECTION AFTER ALL WORK IS COMPLETE. C.THE CONTRACTOR SHALL VERITY, IN FIELD, ALL DIMENSIONS, AND ELEVATIONS BEFORE BEGINNING CONSTRUCTION AND BEFORE SUBMITTING SHOP DRAWINGS. D.COST OF ADHESIVE ANCHORS SHALL BE INCLUDED IN BID ITEMS WHERE THEY ARE USED. E.PRIOR TO PROCEEDING WITH ANY WORK ON OR ADJACENT TO THE EXISTING STRUCTURE, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SITE CONDITIONS, DURING CONSTRUCTION OPERATIONS, IT SHALLL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHICH IS TO REMAIN IN PLACE. F. ALL AREAS DISTURBED IN THIS PROJECT, NOT COVERED BY OTHER NOTES, SHALL BE RESTORED TO ITS ORIGINAL OR BETTER CONDITION AS DIRECTED BY THE ENGINEER, ALL COST FOR THIS SHALL BE INCLUDED IN LUMP SUM PRICE BID FOR 'MOBILIZATION' G.THE STORING OF CONSTRUCTION EQUIPMENT OR CONSTRUCTION MATERIALS WILL NOT BE ALLOWED BELOW LEVEL 4 UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND PRESERVATION OF ALL ON-SITE STORED MATERIALS. H. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR ON-SITE SAFETY. AT A MINIMUM, THE CONTRACTOR IS TO RESEARCH AND IMPLEMENT ALL SAFETY REGULATIONS IN FORCE IN THE JURISDICTION OF THIS PROJECT. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY DETAIL THAT WOULD PRODUCE AN UNUSUALLY UNSAFE CONDTION. AT A MINIMUM, THE CONTRACTOR SHALL ABIDE BY SAFETY STANDARDS PER OSHA, 29 CFR. IV.TRAFFIC CONTROL: A.THIS PARKING DECK SHALL BE CLOSED TO VECHICULAR AND PEDESTRIAN TRAFFIC WITHIN THE CONSTRUCTION ZONE IN ALL STAGES. B.ALL CONCRETE IN PARKING DECK REPAIRS SHALL HAVE FULL STRENGTH BEFORE PLACING TRAFFIC OVER IT. C.THE PARKING GARAGE WILL REMAIN IN USE DURING REPAIRS. SUBMIT PHASING PLANS AND AREAS PLANNED FOR CLOSURE TWO WEEKS IN ADVANCE OF RESTRICTING ACCESS TO AREAS OF THE DECK TO COMPLETE THE WORK. NO MORE THAN 25% OF ANY LEVEL SHALL BE CLOSED FOR REPARIS DURING PROPOSED WORK PHASE. V. CONCRETE: A.ALL CAST-IN-PLACE CONCRETE & CEMENT MORTAR SHALL BE BONDED TO HARDENED CONCRETE WITH ARMATEC 110 BONDING EPOXY. THE SURFACE TO WHICH THE BONDING EPOXY IS APPLIED SHALL FIRST BE GIVEN A LIGHT BLASTED FINISH. SEE SPECIAL PROVISIONS FOR "ARMATEC 110 BONDING EPOXY." B.ALL CONCRETE FOR REPAIRS SHALL BE CLASS A5, WITH NO. 7 OR 8 AGGREGATE AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5000 PSI. C.LOW PERMEABILITY CONCRETE SHALL BE USED IN THIS PROJECT. D.CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN REMOVING EXISTING CONCRETE SO THAT NONE OF THE PORTION OF THE EXISTING CONCRETE TO REMAIN IN PLACE IS DAMAGED. ALL EXISTING CONCRETE THAT IS REMOVED SHALL BE REMOVED WITH PNEUMATIC HAMMER (MAXIMUM WEIGHT 15 LBS.), ANY DAMAGE SHALL BE CORRECTIED BY CONTRACTOR, AT HIS EXPENSE, AND TO THE SATISFACTION OF THE ENGINEER. E.EDGES OF ALL CONCRETE PATCHES SHALL BE SAW CUT TO A DEPTH OF 3/4" OR TO A DEPTH THAT WILL JUST CLEAR THE REINFORCING STEEL. NO FEATHER EDGES WILL BE PERMITTED IN CONCRETE PATCHES. F.ALL EXISTING CONCRETE THAT IS REMOVED SHALL BE REMOVED TO HORIZONTAL AND VERTICAL PLANES ONLY AND TO SOUND CONCRETE. G.ALL CONCRETE SURFACES SHALL BE BLASTED PRIOR TO APPLICATIION OF WATERPROOFING OR BONDING EPOXY, TO A LIGHT FINISH, THAT IS ONE SUFFICIENT TO EXPOSE FINE AGGREGATE WITH OCCASIONAL EXPOSURE OF COARSE AGGREGATE AND TO MAKE THE COLOR UNIFORM -MAXIMUM REVEAL 1/16 INCH. EXTREME CARE SHALL BE TAKEN IN ORDER THAT THE REINFORCING STEEL OR WELDED WIRE FABRIC IS NOT DAMAGED. H.ALL CONCRETE AREAS BLASTED SHALL BE BLASTED FOR A TIME SUFFICIENT TO EXPOSE SOUND CONCRETE AND COARSE AGGREGATE UNLESS OTHERWISE NOTED. THEY SHALL BE BLASTED USING AN ABRASIVE MATERIAL OR A MIXTURE OF WATER (8,000 PSI MIN.) AND ABRASIVE. VI.REINFORCING STEEL: A.ALL REINFORCING BAR DIMENSIONS ON THE DETAIL DRAWINGS ARE TO CENTER OF BARS EXCEPT WHEN OTHERWISE NOTED, AND ARE SUBJECT TO FABRICATION AND CONSTRUCTION TOLERANCES. B.ANY WELDED WIRE OR PRESTRESSED STRANDS DAMAGED AS DETERMINED BY THE ENGINEER, SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE, & AS DIRECTED BY THE ENGINEER. C.WHEN DRILLING HOLES FOR ADHESIVE ANCHORS OR REBAR, EXTREME CAUTION SHALL BE TAKEN IN ORDER THAT EXISTING PRESTRESSING STRANDS AND/OR REINFORCING STEEL IS NOT DAMAGED. ANY PRESTRESSING STRANDS AND/OR REINFORCING STEEL DAMAGED, SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. ADHESIVE ANCHORS SHALL BE EMBEDDED IN EXISTING CONCRETE A MINIMUM OF 3", U.N.O. D.HOLES FOR ADHESIVE ANCHORS SHALL BE DRILLED WITH AIR DRILLS USING HOLLOW DRILL BITS. THE HOLES SHALL BE BLOWN CLEAN DURING DRILLING WITH AIR BLOWN THROUGH THE HOLLOW BITS, THEN FULL PENETRATION AIR "BLOWOUT" SHALL BE USED AFTER DRILL IS REMOVED TO PERFORM FINAL CLEAN OUT OF HOLE. E.ALL REINFORCING STEEL SHALL BE DEFORMED AND SHALL CONFORM TO ASTM A615 GRADE 60, EXCEPT WELDED WIRE FABRIC SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185. ALL REINFORCING BAR DIMENSIONS ON THE DETAILED DRAWINGS ARE TO CENTERS OF BARS EXCEPT WHERE OTHERWISE NOTED AND ARE SUBJECT TO FABRICATION AND CONSTRUCTION TOLERANCES. VII.EPOXIES: A.ALL EPOXIES SHALL BE PROTECTED DURING CURE PERIOD SO THAT THEIR TEMPERATURE DOES NOT FALL BELOW 50° F FOR A MINIMUM PERIOD OF 24 HOURS AFTER APPLICATION. GENERAL NOTES: VIII.UTILITIES (PRESENT & FUTURE): A.THE LOCATION OF EXISTING UTILITIES, INCLUDING UNDERGROUND UTILITIES, ARE NOT SHOWN. THE CONTRACTOR SHALL MAKE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE EXISTENCE AND LOCATIONS OF SUCH UTILITIES. THE CONTRACTOR SHALL PAY FOR ANY DAMAGE TO AND FOR MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES. B.ALL COSTS ASSOCIATED WITH VII, PARAGRAPH A, SHALL BE INCLUDED IN UNIT PRICE BID FOR OTHER BID ITEMS. C.SERVICE CONNECTIONS SHALL NOT BE UTILIZED FOR DEMOLITION, CONSTRUCTION AND/OR LANDSCAPING PURPOSES, UNLESS THE APPROPRIATE RPZ's/RPDA's HAVE BEEN INSTALLED AND PASSING TESTS HAVE BEEN SUBMITTED TO THE DEPT. OF WATER RESOURCES. THIS INCLUDES TEMPORARY AS WELL AS PERMANINT CONNECTIONS. D.IF ANY BACKFLOW PREVENTION ASSEMBLIES ARE FOUND DURING DEMOLITION OR WHILE OTHER WORK IS BEING PERFORMED FOR THIS PROJECT, THEY SHALL NOT BE REMOVED, RELOCATIED, OR REPLACED WITHOUT ADVANCE AUTHORIZATION FROM THE DEPT. OF WATER RESOURCES. IX.STRUCTURAL STEEL: A.ALL STRUCTURAL STEEL SHALL BE ASTM A709 GRADE 36 AND SHALL BE PAINTED. NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C 269' - 0"123' - 2"SOUTH SIDE STAIRS44' - 6"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"44' - 6"61' - 7"61' - 7"GRD LEVEL ENTRANCE 3D 3D SLAB-ON-GRADE, TYP. ENO RIVER PARKING DECK REPAIR INDEX LEGEND REPAIR LABEL KEYREPAIR DESCRIPTION 1 RESURFACE DECK 2A REPLACE CONSTR. JOINT SEALANT 3A TYPE "A" CONCRETE PATCH REPAIR 3B TYPE "B" CONCRETE PATCH REPAIR 3C 3D EPOXY DECK CRACK REPAIR N/A NOTE: SEE S500 FOR CORRESPONDING REPAIR DESCRIPTIONS AND DETAILS. REPAIR LABEL KEYREPAIR DESCRIPTION 6A REPLACE/REPAIR DECK DRAIN 6B CLEAN/UNCLOG DRAIN VERTICAL CONCRETE PATCH H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O R N N State License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: PROJECT NORTH TRUE NORTH CHECKED BY:6/26/2020 1:20:56 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S010G 6/26/2020 SSH GROUND LEVEL PLANPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK JWT 6/26/2020 106 NASH & KOLLOCK,HILLSBOROUGH, NC 272783/32" = 1'-0"1 GROUND LEVEL REPAIR PLAN NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C CSOUTH SIDE STAIRSLEVEL 1 LANDINGLEVEL 1.5 LANDING OTHER STAIRS LEVEL 1 ENTRANCE RAMP FROM GROUND LEVEL TO LEVEL 1 RAMP FROM LEVEL 1 TO LEVEL 1.5 44' - 6"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"44' - 6" 269' - 0"61' - 7"61' - 7"123' - 2"NORTH SIDE STAIRS ELEVATOR 3D 3D 3D 3D (30') 3D 3A (IN WALL) 6B 6B 2A 2A 2A 3A 2A (VERT. IN SMALL POST) 2A 2A 2A 2A 2A 3A @ STAIRS 2A (VERT.) 2A (VERT.) 2A (VERT.) 2A (HORIZ ON COL.) 2A (VERT.) 2A (VERT.) SLAB-ON-GRADE, TYP. 2A 2A ENO RIVER PARKING DECK REPAIR INDEX LEGEND REPAIR LABEL KEYREPAIR DESCRIPTION 1 RESURFACE DECK 2A REPLACE CONSTR. JOINT SEALANT 3A TYPE "A" CONCRETE PATCH REPAIR 3B TYPE "B" CONCRETE PATCH REPAIR 3C 3D EPOXY DECK CRACK REPAIR N/A NOTE: SEE S500 FOR CORRESPONDING REPAIR DESCRIPTIONS AND DETAILS. REPAIR LABEL KEYREPAIR DESCRIPTION 6A REPLACE/REPAIR DECK DRAIN 6B CLEAN/UNCLOG DRAIN VERTICAL CONCRETE PATCH H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O R N N State License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: PROJECT NORTH TRUE NORTH CHECKED BY:6/26/2020 1:20:57 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S100 6/26/2020 SSH LEVEL 1 TOP OF DECK PLANPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK JWT 6/26/2020 106 NASH & KOLLOCK,HILLSBOROUGH, NC 272783/32" = 1'-0"1 LEVEL 1 TOP OF DECK REPAIR PLAN NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C 44' - 6"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"44' - 6" 269' - 0"61' - 7"61' - 7"123' - 2"UNDERSIDE LEVEL 1.5 RAMP FROM LEVEL 1 TO LEVEL 1.5 3DSOUTH SIDE STAIRSENO RIVER PARKING DECK REPAIR INDEX LEGEND REPAIR LABEL KEYREPAIR DESCRIPTION 1 RESURFACE DECK 2A REPLACE CONSTR. JOINT SEALANT 3A TYPE "A" CONCRETE PATCH REPAIR 3B TYPE "B" CONCRETE PATCH REPAIR 3C 3D EPOXY DECK CRACK REPAIR N/A NOTE: SEE S500 FOR CORRESPONDING REPAIR DESCRIPTIONS AND DETAILS. REPAIR LABEL KEYREPAIR DESCRIPTION 6A REPLACE/REPAIR DECK DRAIN 6B CLEAN/UNCLOG DRAIN VERTICAL CONCRETE PATCH H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O R N N State License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: PROJECT NORTH TRUE NORTH CHECKED BY:6/26/2020 1:20:57 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S100U 6/26/2020 SSH LEVEL 1 UNDERSIDE OF DECK PLANPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK JWT 6/26/2020 106 NASH & KOLLOCK,HILLSBOROUGH, NC 272783/32" = 1'-0"1 LEVEL 1 UNDERSIDE OF DECK REPAIR PLAN NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C123' - 2"61' - 7"61' - 7"44' - 6"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"44' - 6" 269' - 0" LEVEL 2.5 LANDING LEVEL 2 LANDING RAMP FROM LEVEL 1.5 TO LEVEL 2 RAMP FROM LEVEL 2 TO LEVEL 2.5 NORTH SIDE STAIRS ELEVATOR 3D 3D 3D 2A (VERT.) 2A (ALONG WALL) 2A (VERT.) 2A (VERT.) 2A (VERT.) 3A (IN WALL)3A 2A (ALONG WALL) 2A (ALONG WALL) 3B (ON COL.) 3A (IN WALL) 2A (ALONG WALL) 2A (VERT. IN SMALL COL. 3D 3A 6B 2A 2A 2A 2A 2A 2A (VERT.) 2A (VERT.) 2A (VERT.) 2A (VERT.) 2A 3A 3A (IN WALL) 3A (IN WALL) 3A 3A 6B 6B 6B 2A 2A (VERT.)SOUTH SIDE STAIRS2A 2A (VERT. IN SMALL COL. 2A (VERT. IN SMALL COL. 2A (VERT. IN SMALL COL. 2A (VERT. IN SMALL COL. ENO RIVER PARKING DECK REPAIR INDEX LEGEND REPAIR LABEL KEYREPAIR DESCRIPTION 1 RESURFACE DECK 2A REPLACE CONSTR. JOINT SEALANT 3A TYPE "A" CONCRETE PATCH REPAIR 3B TYPE "B" CONCRETE PATCH REPAIR 3C 3D EPOXY DECK CRACK REPAIR N/A NOTE: SEE S500 FOR CORRESPONDING REPAIR DESCRIPTIONS AND DETAILS. REPAIR LABEL KEYREPAIR DESCRIPTION 6A REPLACE/REPAIR DECK DRAIN 6B CLEAN/UNCLOG DRAIN VERTICAL CONCRETE PATCH H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O R N N State License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: PROJECT NORTH TRUE NORTH CHECKED BY:6/26/2020 1:20:58 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S200 6/26/2020 SSH LEVEL 2 TOP OF DECK PLANPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK JWT 6/26/2020 106 NASH & KOLLOCK,HILLSBOROUGH, NC 272783/32" = 1'-0"1 LEVEL 2 TOP OF DECK REPAIR PLAN NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C 44' - 6"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"44' - 6" 269' - 0"61' - 7"61' - 7"123' - 2"NORTH SIDE STAIRS ELEVATOR UNDERSIDE LEVEL 2.5 RAMP FROM LEVEL 1.5 TO LEVEL 2 RAMP FROM LEVEL 2 TO LEVEL 2.5 UNDERSIDE LEVEL 2 3A SOUTH SIDE STAIRSENO RIVER PARKING DECK REPAIR INDEX LEGEND REPAIR LABEL KEYREPAIR DESCRIPTION 1 RESURFACE DECK 2A REPLACE CONSTR. JOINT SEALANT 3A TYPE "A" CONCRETE PATCH REPAIR 3B TYPE "B" CONCRETE PATCH REPAIR 3C 3D EPOXY DECK CRACK REPAIR N/A NOTE: SEE S500 FOR CORRESPONDING REPAIR DESCRIPTIONS AND DETAILS. REPAIR LABEL KEYREPAIR DESCRIPTION 6A REPLACE/REPAIR DECK DRAIN 6B CLEAN/UNCLOG DRAIN VERTICAL CONCRETE PATCH H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O R N N State License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: PROJECT NORTH TRUE NORTH CHECKED BY:6/26/2020 1:20:59 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S200U 6/26/2020 SSH LEVEL 2 UNDERSIDE OF DECK PLANPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK JWT 6/26/2020 106 NASH & KOLLOCK,HILLSBOROUGH, NC 272783/32" = 1'-0"1 LEVEL 2 UNDERSIDE OF DECK REPAIR PLAN NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C NORTH SIDE STAIRS 61' - 7"61' - 7"123' - 2"44' - 6"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"44' - 6" 269' - 0" LEVEL 3.5 LANDING LEVEL 3 LANDING RAMP FROM LEVEL 2.5 TO LEVEL 3 RAMP FROM LEVEL 3 TO LEVEL 3.5 ELEVATOR 3D 3D 3D 3A (IN WALL)2A (VERT.) 2A (VERT.) 2A (VERT.) 2A (VERT.) 2A (VERT.) 2A (HORIZ. @ COL.) 2A (ALONG WALL) 3B 2A (VERT.) 2A (ALONG WALL) 6B 6B 2A 2A 2A 2A 2A 2A 2A (VERT.) 2A 2A 2A (ALONG WALL) 2A (ALONG WALL) 2A (ALONG WALL) 2A 2A 2A 2A 2A 2A 3A 3A 3A 3A 3D 3D 3D SOUTH SIDE STAIRS2A (ALONG WALL) 3D 6B 6B 6B 2A ENO RIVER PARKING DECK REPAIR INDEX LEGEND REPAIR LABEL KEYREPAIR DESCRIPTION 1 RESURFACE DECK 2A REPLACE CONSTR. JOINT SEALANT 3A TYPE "A" CONCRETE PATCH REPAIR 3B TYPE "B" CONCRETE PATCH REPAIR 3C 3D EPOXY DECK CRACK REPAIR N/A NOTE: SEE S500 FOR CORRESPONDING REPAIR DESCRIPTIONS AND DETAILS. REPAIR LABEL KEYREPAIR DESCRIPTION 6A REPLACE/REPAIR DECK DRAIN 6B CLEAN/UNCLOG DRAIN VERTICAL CONCRETE PATCH H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O R N N State License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: PROJECT NORTH TRUE NORTH CHECKED BY:6/26/2020 1:21:00 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S300 6/6/2020 SSH LEVEL 3 TOP OF DECK PLANPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK JWT 6/26/2020 106 NASH & KOLLOCK,HILLSBOROUGH, NC 272783/32" = 1'-0"1 LEVEL 3 TOP OF DECK REPAIR PLAN NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C 44' - 6"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"44' - 6" 269' - 0"61' - 7"61' - 7"123' - 2"NORTH SIDE STAIRS ELEVATOR UNDERSIDE LEVEL 3.5 UNDERSIDE LEVEL 3 RAMP FROM LEVEL 2.5 TO LEVEL 3 RAMP FROM LEVEL 3 TO LEVEL 3.5 3D 3B SOUTH SIDE STAIRSENO RIVER PARKING DECK REPAIR INDEX LEGEND REPAIR LABEL KEYREPAIR DESCRIPTION 1 RESURFACE DECK 2A REPLACE CONSTR. JOINT SEALANT 3A TYPE "A" CONCRETE PATCH REPAIR 3B TYPE "B" CONCRETE PATCH REPAIR 3C 3D EPOXY DECK CRACK REPAIR N/A NOTE: SEE S500 FOR CORRESPONDING REPAIR DESCRIPTIONS AND DETAILS. REPAIR LABEL KEYREPAIR DESCRIPTION 6A REPLACE/REPAIR DECK DRAIN 6B CLEAN/UNCLOG DRAIN VERTICAL CONCRETE PATCH H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O R N N State License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: PROJECT NORTH TRUE NORTH CHECKED BY:6/26/2020 1:21:00 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S300U 6/6/2020 SSH LEVEL 3 UNDERSIDE OF DECK PLANPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK JWT 6/26/2020 106 NASH & KOLLOCK,HILLSBOROUGH, NC 272783/32" = 1'-0"1 LEVEL 3 UNDERSIDE OF DECK REPAIR PLAN NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C 44' - 6"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"44' - 6" 269' - 0"61' - 7"61' - 7"123' - 2"NORTH SIDE STAIRS LEVEL 4 LANDING RAMP FROM LEVEL 3.5 TO LEVEL 4 ELEVATOR 3D 3D 2A (ALONG WALL) 2A (ALONG WALL) 3A 2A (VERT.) 2A (ALONG WALL)2A (VERT. 2A (ALONG WALL) 2A (VERT.) 2A (VERT.) 3A (IN CURB) 2A (VERT.)3A (IN CURB) 2A (VERT.) 3A 6B 2A 2A 2A 2A 3A 3A 3A 2A (ALONG WALL)2A (ALONG WALL) 2A (ALONG WALL) 2A (ALONG WALL) 2A (ALONG WALL) 2A 2A2A ENO RIVER PARKING DECK REPAIR INDEX LEGEND REPAIR LABEL KEYREPAIR DESCRIPTION 1 RESURFACE DECK 2A REPLACE CONSTR. JOINT SEALANT 3A TYPE "A" CONCRETE PATCH REPAIR 3B TYPE "B" CONCRETE PATCH REPAIR 3C 3D EPOXY DECK CRACK REPAIR N/A NOTE: SEE S500 FOR CORRESPONDING REPAIR DESCRIPTIONS AND DETAILS. REPAIR LABEL KEYREPAIR DESCRIPTION 6A REPLACE/REPAIR DECK DRAIN 6B CLEAN/UNCLOG DRAIN VERTICAL CONCRETE PATCH H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O R N N State License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: PROJECT NORTH TRUE NORTH CHECKED BY:6/26/2020 1:21:01 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S400 6/6/2020 SSH LEVEL 4 TOP OF DECK PLANPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK JWT 6/26/2020 106 NASH & KOLLOCK,HILLSBOROUGH, NC 272783/32" = 1'-0"1 LEVEL 4 TOP OF DECK REPAIR PLAN NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C61' - 7"61' - 7"123' - 2"44' - 6"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"44' - 6" 269' - 0" NORTH SIDE STAIRS ELEVATOR RAMP FROM LEVEL 3.5 TO LEVEL 4 ENO RIVER PARKING DECK REPAIR INDEX LEGEND REPAIR LABEL KEYREPAIR DESCRIPTION 1 RESURFACE DECK 2A REPLACE CONSTR. JOINT SEALANT 3A TYPE "A" CONCRETE PATCH REPAIR 3B TYPE "B" CONCRETE PATCH REPAIR 3C 3D EPOXY DECK CRACK REPAIR N/A NOTE: SEE S500 FOR CORRESPONDING REPAIR DESCRIPTIONS AND DETAILS. REPAIR LABEL KEYREPAIR DESCRIPTION 6A REPLACE/REPAIR DECK DRAIN 6B CLEAN/UNCLOG DRAIN VERTICAL CONCRETE PATCH H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O R N N State License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: PROJECT NORTH TRUE NORTH CHECKED BY:6/26/2020 1:21:01 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S400U 6/6/2020 SSH LEVEL 4 UNDERSIDE OF DECK PLANPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK JWT 6/26/2020 106 NASH & KOLLOCK,HILLSBOROUGH, NC 272783/32" = 1'-0"1 LEVEL 4 UNDERSIDE OF DECK REPAIR PLAN NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 5/8" ± TOP OF DECK/SLAB SIKAFLEX-1c SLJOINT SEALANT BACKER ROD -SHALL FIT SNUG IN JOINT OPENING NOTE: CONTRACTOR SHALL REMOVE EXISTING JOINT SEALANT, BLAST, CLEAN AND PRIME JOINT OPENING PRIOR TO INSTALLING SEALANT.1/2"2" ±TOP OF EXIST. DECK/SLAB NOTES: 1. SOUND ALL AREAS INDICATED ON PLAN TO DETERMINE EXTENTS OF REPAIR. 2. SAW CUT AROUND PERIMETER AND REMOVE ALL DAMAGED/SPALLING/DELAMNIATED CONCRETE USING AS SIMPLE GEOMETRY AS POSSIBLE. CLEAN AND REMOVE RUST BLOOM FROM ANY EXPOSED REBAR AND COAT WITH SIKATOP ARMATEC-110 EPOCEMAPPLY SIKATOP ARMATEC-110 EPOCEM AS A BONDING PRIMER PRIOR TO CONCRETE PLACEMENT SAW CUT DEPTH1/2" MIN.PATCH VOID W/ SIKATOP-122 PLUS PREPARE SURFACES SIMILAR TO HORIZONTAL PATCHING PATCH VOID W/ SIKAREPAIR-223 CLR.1 1/2"1" MIN. ADJACENT DECK, WHERE APPLICALBE EXISTING EDGE BEAM OR EDGE OF DECK NOTES: 1. SOUND ALL AREAS INDICATED ON PLAN TO DETERMINE EXTENTS OF REPAIR. 2. CUT OUT AND REMOVE ALL DAMAGED/SPALLING/DELAMNIATED CONCRETE USING AS SIMPLE GEOMETRY AS POSSIBLE. CLEAN AND REMOVE RUST BLOOM FROM ANY EXPOSED REBAR AND COAT WITH SIKATOP ARMATEC-110 EPOCEM APPLY SIKATOP ARMATEC-110 EPOCEM AS A BONDING PRIMER PRIOR TO CONCRETE PLACEMENT PATCH VOID W/ SIKAREPAIR-223 #3 DOWELS W/ 4" HOOK @ 12" O.C., INSTALLED W/ HIT- HY 200 ADHESIVE, 4" MIN. EMBEDMENT CLEAN, PRIME, AND REPAINT EMBEDED ANGLE AS REQ'D 4" NOTES: 1. SOUND ALL AREAS INDICATED ON PLAN TO DETERMINE EXTENTS OF REPAIR. 2. SAW CUT AROUND DAMAGED PERIMETER TO PRODUCE A SQUARE SHOULDER AND REMOVE ALL DAMAGED/SPALLING/DELAMNIATED CONCRETE. CLEAN AND REMOVE RUST BLOOM FROM ANY EXPOSED REBAR AND COAT WITH SIKATOP ARMATEC-110 EPOCEM APPLY SIKATOP ARMATEC-110 EPOCEM AS A BONDING PRIMER PRIOR TO CONCRETE PLACEMENT PATCH VOID W/ SIKAREPAIR-122 PLUS GUARDRAIL CURB TOP OF DECK REPAIR SEQUENCE: 1. FOR NEW CRACK REPAIR, ROUT OUT CRACK A MIN. OF 1/2" IN DETPH AND EXTENT A MIN. OF 2" LONGITUDINALLY ON BOTH SIDES OF CRACK. 2. FOR PREVIOUS CRACK REPAIR, REMOVE ALL EXISTING EPOXY CRACK FILL. 3. REPAIR CLEANED DECK CRACKS W/ SIKADUR-55 SLV. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REPAIR SEQUENCE: 1. REMOVE LOOSE DEBRIS BY HAND. 2. REMOVE REMAINING DEBRIS BY SUCTION TO PREVENT PROGRESSING DEBRIS INTO DRAINAGE SYSTEM. NOTE: PERFORM DRAIN CLEANING AT ALL DECK DRAIN LOCATIONS H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O RState License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: CHECKED BY:6/26/2020 1:21:01 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S500 6/26/2020 SSH REPAIR DETAILSPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK JWT106 NASH & KOLLOCK,HILLSBOROUGH, NC 27278REPAIR BID QUANTITIES REPAIR ITEM UNIT QUANTITY 2A LF 5500 3A SF 340 3B SF 20 3C LF 50 3D LF 345 6B LS 1 MOB LS 1 TRAFFIC CONTROL LS 1 NOTE: ALL SPECIFIED PRODUCTS MAY BE SUBSTITUTED WITH APPROVED EQUALS. SUBMIT SUBSTITIONS TO E.O.R. FOR APPROVAL PRIOR TO INSTALLATION. NTS2A REPAIR ITEM 2A - CONSTRUCTION JOINT REPAIR NTS3AREPAIR ITEM 3A - TYPE A PATCH DETAIL NTS3BREPAIR ITEM 3B - TYPE B PATCH DETAIL NTS3CREPAIR ITEM 3C - VERTICAL PATCH NTS3DREPAIR ITEM 3D - DECK CRACK REPAIR NTS6B REPAIR ITEM 6B - CLEAN/UNCLOG DECK DRAIN NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07 REPAIR SEQUENCE: 1. REMOVE EXISTING SURFACE COATING 2. RESEAL ALL CONSTRUCTION JOINTS BETWEEN TEES AND ALONG DECK PERIMETER PER REPAIR DETAIL "2A". 3. APPLY SIKALASTIC PRIMER TO EXPOSED SURFACE 4. APPLY SIKALASTIC-710 WATERPROOFING BASE COAT 5. FINISH DECK SURFACE WITH SIKALSTIC-715 LoVOC WEARING SURFACE TOP COAT. 6. RE-STRIPE AND RE-NUMBER PARKING SPOTS TO MATCH ORIGINAL ARRANGEMENT NOTE: COATING SYSTEM ABOVE MAY BE SUBSTITUED WITH AN APPROVED EQUAL. SUBMITTAL ALL ALTERNATES TO E.O.R. FOR APPROVAL. INSTALL ALL PRODUCTS PER MNFR'S WRITTEN INSTRUCTIONS. LEVEL 4 SURFACE COATING AREA KEY PLAN LEVEL 4 SURFACE COATING AREA KEY PLAN ALTERNATIVE REPAIR ITEM M-2 RESEAL ALL CONSTRUCTION JOINTS AS DETAILED IN REPAIR ITEM 2A ALONG DECK PERIMETER OF DECK AT LEVEL 3 AND LEVEL 2. LEVEL 2 PERIMETER SEALANT KEY PLAN LEVEL 3 PERIMETER SEALANT KEY PLAN EXTENT OF ADDTIONAL 2A REPAIR EXTENT OF ADDTIONAL 2A REPAIR ALTERNATIVE REPAIR ITEM M-3 RESEAL ALL CONSTRUTION JOINTS AS DETAILED IN REPAIR ITEM 2A AT COLUMN AND GIRDER/WALL PANEL JOINTS.. EXTERIOR FACE PRECAST WALL/GIRDER PANEL EXTERIOR FACE OF PRECAST COLUMN RESEAL JOINTS, SIM. REPAIR DETAIL "2A"DOUBLE TEE JOIST (BEYOND) H OF N ENRPROT R NGI E EOL AN LO 043287 AS E L A SES C R I AI NJ . WES T A Y L O RState License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. DRAWN BY: FIRST ISSUE DATE: CHECKED BY:6/26/2020 1:21:02 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 S510 6/26/2020 SSH ALTERNATE REPAIR DETAILSPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK JWT 6/26/2020 106 NASH & KOLLOCK,HILLSBOROUGH, NC 27278NOTE: ALL SPECIFIED PRODUCTS MAY BE SUBSTITUTED WITH APPROVED EQUALS. SUBMIT SUBSTITIONS TO E.O.R. FOR APPROVAL PRIOR TO INSTALLATION. M-3 LF 710 M-2 LF 410 M-1 SF 38100* ALTERNATE REPAIR ITEM UNIT QUANTITY ALTERNATE REPAIR BID QUANTITIES 1" = 40'-0"1 ALTERNATE REPAIR ITEM M-1 - DECK RESURFACING *NOTE: CONTRACTOR SHALL INCLUDE THE COST FOR 3900 LF OF ADDITIONAL "2A" REPAIR WORK TO RESEAL ALL CONSTRUCTION JOINTS IN THE AREA TO RECIEVE DECK COATING AS PART OF M-1 SCOPE. NTS2 ALTERNATE ADDITIONAL JOINT SEALANT REPAIR ITEMS NTS3 ALTERNATE REPAIR ITEM M-3 - RESEAL COLUMN & WALL PANEL JOINTS NO REVISIONS DATE DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07