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Home My WebLink AboutPARKING GARAGES MAINTENANCE & REPAIR PROJECT 2025PARKING GARAGES MAINTENANCE AND REPAIR PROJECT 2025 2024-Dec-30 Project manual, plans 2024-Dec-30 Estimate of cost 2025-Jan-07 Res No. 25-16: Setting public hearing 2025-Jan-13 Notice of public hearing 2025-Jan-21 Res No. 25-28: Approving project manual & estimate of cost 2025-Jan-23 Notice to bidders 2025-Mar-11 Res No. 25-58: Awarding contract 2025-Apr-10 Performance, payment & maintenance bond 2025-Oct-28 Engineer's report 2025-Nov-03 Res No. 25-258: Accepting the work MCC 1 CITY OF IOWA CITY UNESCO CITY OF LITERATURE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PROJECT MANUAL FOR 2025 PARKING GARAGES MAINTENANCE AND REPAIR PROJECT City of Iowa City Project No. T3004 December 27, 2024 .. 0001 05 - CERTIFICATIONS PAGE M w- C—) w . X�'&11111111/1 I hereby certify that this engineering document was prepared by me or 67t5510/vq�/�under my direct personal supervision and that I am a duly licensed ti��Q • . . • F2�� Professional Enginee and r the laws of the State of Iowa. •. • 2 Signature: Date: 12/27/2024 ANTONY 1. m ALTENHOFEN rr' = Name: Tony J. Altenhofen, P.E. 23470 Iowa License Number: 23470 My license renewal date is December 31, 2025 */OWA*Pages, Sheets, or Divisions covered by this seal: All 1111IitN 0001 10 TABLE OF CONTENTS DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS 0001 05 CERTIFICATION PAGE 0001 10 TABLE OF CONTENTS 00 11 60 NOTICE TO BIDDERS 0011 70 NOTICE OF PUBLIC HEARING 0021 10 INSTRUCTIONS TO BIDDERS 0042 10 PROPOSAL 00 43 05 BIDDER STATUS FORM 0043 10 BID BOND FORM 0045 10 CONTRACT COMPLIANCE 00 45 20 WAGE THEFT POLICY 0052 10 AGREEMENT 0061 10 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND 0072 10 GENERAL CONDITIONS 0073 10 SUPPLEMENTARY CONDITIONS DIVISION 03 CONCRETE 0301 00 CONCRETE RESTORATION AND CLEANING DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 1200 ELASTOMERIC TRAFFIC BEARING MEMBRANE SYSTEM 07 1300 CONCRETE DECK PENETRATING SEALER SYSTEM 07 90 00 EXPANSION JOINT SYSTEM 07 92 00 JOINT SEALANTS DIVISION 09 FINISHES 09 90 00 PAINTING AND COATING 32 1723 PAVEMENT MARKINGS 2025 Parking Garages Maintenance and Repair 00 01 05 — Page 1 of 1 0011 60 NOTICE TO BIDDERS Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3.00 P.M. on the 27th day of February 2025. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shof-not be -deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will ;be returned to the bidder unopened. c Proposals wt,be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 4-1-th day of March 2025, or at special meeting called for that purpose. The Project will involve the following: sealant replacement, concrete repairs, painting, membrane placement, and other miscellaneous repairs at the Dubuaue Street and Tower Place Parkina Ramos. All work is to be done in strict compliance with the Project Manual prepared by Shive-Hattery, Inc. of Iowa City, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 00 61 10) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 00 61 10) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 00 61 10, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of one (1) year from and after its completion and formal acceptance by the City Council. 2025 Parking Garages Maintenance and Repair 00 11 60 —Page 1 of 2 The following limitations shall apply to this Project: Specified Start Date: May 19, 2025 Substantial Completion Date: August 8, 2025 Final Completion Date: September 8, 2025 Liquidated Damages: $250.00 per day All of the bid items listed in Section 00 42 10 — Proposal shall be completed by the Substantial Completion Date. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technographic, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll -Free: (800) 779-0093. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall list on the Contract its subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals and reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE GRACE, CITY CLERK 2025 Parking Garages Maintenance and Repair 00 11 60 — Page 2 of 2 001170 NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATED COST FOR THE 2025 PARKING GARAGES MAINTENANCE AND REPAIRS PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on the Project Manual, including the plans, specifications, contract, and estimated cost for the construction of the 2025 Parking Garages Maintenance and Repair in said city at 6:00 p.m. on the 21st day of January 2025, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 East Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. This project includes sealant replacement, concrete repairs, membrane placement, and other miscellaneous repairs, and is located at two locations, 220 South Dubuque Street, Iowa City, Iowa 52240 and 1 South Gilbert Street, Iowa City, Iowa 52240. Said Project Manual and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said Project Manual or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. Kellie K. Grace, City Clerk 2025 Parking Garages Maintenance and Repair 00 11 70 — Page 1 of 1 0021 10 INSTRUCTIONS TO BIDDERS ARTICLE 1 - DEFINITIONS 1.1 Bidding documents include the bidding requirements and the contract documents. The bidding requirements include the Advertisement or Invitation to bid, Instructions to Bidders, the Bid Form, other sample bidding and contract forms, and the Contract Forms including addenda issued prior to receipt of bids. 1.2 The contract documents for the work consist of the Owner/Contractor Agreement, the Conditions of the Contract (General and Supplementary Conditions), the Drawings, the Specifications and all addenda issued prior to, and all modifications issued after execution of the Contract. 1.3 Definitions set forth in AIA document A201, "General Conditions of the Contract for Construction", 2007 edition, or in other Contract Documents are applicable to the bidding documents. A. Addenda are written or graphic instruments issued by the Architect prior to execution of the Contract which modify or interpret the Bidding Documents by addition, deflection, clarifications, or correction. B. A bid is a complete and properly signed proposal to do the work or designated portion thereof for the sums stipulated therein, submitted in accordance with the bidding documents. C. The base bid is the sum stated in the bid for which the Bidder offers to perform the work described in the bidding documents as the Base, to which work may be added, or from which work may be deducted for sums stated in alternate bids. D. An alternate bid (or Alternate) is an amount stated in the bid to be added to or deducted from the amount of the base bid if the corresponding change in the work, as described in bidding documents, is accepted. E. A unit price is an amount stated in the bid as a price per unit of measurement for materials or services as described in the bidding documents or in the contract documents. F. A bidder is a person or entity who submits a bid. G. A sub -bidder is a person or entity who submits a bid to a bidder for materials, equipment or labor for a portion of the work. ARTICLE 2 — BIDDER'S REPRESENTATIONS .2.1 The bidder by making a bid represents that the bidder .has read and understands the bidding documents, and the bid is made in accordance with those documents. 2.2 The Bidder has read and understands the bidding documents or contract documents, to the extent that such documentation relates to the work for which the bid is submitted. 2.3 The bidder has visited the site, has become familiar with local conditions under whi6 the work is to be performed, and has correlated the bidder's personal observations with the requirements of the contract documents. 2.4 The bid is based upon the materials, _equipment and systems required by the�'bidding documents without exception. 2025 Parking Garages Maintenance and Repair 00 21 10 — Page 1 of 6 ARTICLE 3 — BIDDING DOCUMENTS 3.1 Copies A. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll -Free: (800) 779-0093. B. Bidders shall use complete sets of bidding documents in preparing bids. Neither the Owner nor the Architect assumes responsibility for errors or misinterpretations resulting from the use of incomplete sets of bidding documents. No partial sets will be issued. C. In making copies of the bidding documents available on the above terms, the Owner and the Architect do so only for the purpose of obtaining bids for the work and do nor confer license or grant permission for any other use of the bidding documents. D. Copies of the reports and drawings that are not included with the Bidding Documents may be examined at Engineering Division at City Hall, Iowa City, Iowa during regular business hours, or may be obtained from the Owner at Owner's reproduction cost, plus handling charge.. These reports and drawings are not part of the contract documents, but the "technical data" contained therein upon which the bidder may rely as identified and established above, are incorporated therein- by reference. 3.2 Interpretation or Correction of Bidding Documents A. The bidder shall carefully study and compare the bidding documents with each other, and with other work being bid concurrently or presently under construction to the extent that it relates to the work for which the bid is being submitted, shall examine the site and local conditions, and shall at once report to the Architect errors, inconsistencies or ambiguities discovered. B. Bidders and sub -bidders requiring clarification or interpretation of the bidding documents shall make a written request which shall reach the Architect at least nine days prior to the date for receipt of bids. C. Interpretations, corrections, and changes of the bidding documents will be made by addendum. Interpretations, corrections, and changes to the bidding documents made in any other manner will not be binding, and bidders shall not rely upon them. 3.3 Substitutions A. The materials, products and equipment described in the, bidding documents establish a standard of required function, dimension, appearance, and quality to be met by any proposed substitution. Substitutions must be submitted to the Owner and Architect in writing. B. If the Architect approves a proposed substitution prior to receipt of bids, such approval will be set forth in an addendum. Bidders shall not rely upon approvals made in any other manner. 3.4 Addenda A. Addenda will be mailed or delivered to all who are known by the Architect tohave a complete set of bidding documents. M ; B. Copies of addenda will be made available for inspection wherever biddng;dbcuments are on file for that purpose. C. No addenda will be issued later than four (4) days prior to the date for receipt of bids, except for any one or more of the following reasons: 1. An addendum withdrawing the request for bids. 2. An addendum which includes postponement of the date for receipt of bids. 2025 Parking Garages Maintenance and Repair 00 21 10 — Page 2 of 6 3. An addendum issued after receipt of bids and prior to execution of the contract. D. Each bidder shall ascertain prior to submitting a bid that he has received all addenda issued, and the bidder shall acknowledge their receipt in the proper location on the bid form. ARTICLE 4 — BIDDING PROCEDURES 4.1 Form and Style of Bids A. A separate copy of the bid form is contained with this document. B. Fill in all blanks on the bid form in ink. The Bidder may submit computer -generated unit price table. C. Where so indicated by the makeup of the bid form, sums shall be expressed in both words and numerals, and in case of discrepancy between the two, the amount written in words will govern. D. Interlineations, alterations, or erasures shall be initialed by the signer of the bid. E. All requested alternates shall be bid. If no change in the base bid is required, enter "No Change". F. Where two or more bids for designated portions of the work have been requested, the bidder may, without forfeiture of the bid security, state the bidder's refusal to accept award of less than the combination of bids stipulated by the bidder. The bidder shall make no additional stipulation on the bid form, nor qualify the bid in any other manner. G. Each copy of the bid shall include the legal name of the bidder and a statement that the bidder is a sole proprietor, a partnership, a corporation, or some other legal entity. Each copy shall be signed by the person or persons legally authorized to bind the bidder to a contract. A bid by a corporation shall further give the state of incorporation and have the corporate seal affixed. A bid submitted by an agent shall have a current power of attorney attached certifying the agent's authority to bind the bidder. H. No bid may be withdrawn for a period of 30 calendar days after the date of opening. 4.2 Bid Security A. Each bid shall be accompanied by a bid security in the amount of ten percent (10%) of the total bid, including all added alternates (do not deduct the amount of deducted alternates), and in the form of surety bond pledging that the bidder will enter into a contract with the Owner on the items stated in his bid and will, if requested, furnish bonds covering the faithful performance of the contract and the payment of all obligations arising there under. Should the bidder refuse to enter such contract or fail to furnish such bond if required, the amount of the bid security shall be forfeited to the Owner as liquidated damages, not as a penalty. B. Surety bond shall be written on enclosed Bid Bond Form (Section 00 43 10) bound within the project manual and the attorney -in -fact who executes the bond on behalf of the surety shall affix to the bond a certified and current copy of power of attorney. C. The Owner will have the right to retain the bid security of bidders to whom an award is being considered until either: 1. The contract has been executed and bonds have been furnished. 2. The specified time has elapsed so that the bids may be withdrawn. 3. All bids have been rejected. 2025 Parking Garages Maintenance and Repair 00 21 10 — Page 3 of 6 4.3 Bidder Status Form A. Bidder Status Form (Section 00 43 05) shall be submitted with the bid, in a separate envelope. 4.4 Submission of Bids A. See Section 00 43 05 for the Worksheet: Authorized to Transact Business and 875 Iowa Administrative Code Chapter 156 (73A), found at the following website: https://www.legis.iowa.gov/docs/iac/chapter/08-15-2018.875.156.Of for assistance in completing the form. B. All copies of the bid, the bid security and other documents required to be submitted with the bid shall be enclosed in sealed opaque envelopes. All envelopes shall be addressed to the party receiving the bids ("City Clerk, City of Iowa City"), and shall be identified with the project name, the bidder's name and address, and the envelope's contents. If the bid is sent by mail, the sealed envelopes shall be enclosed in a separate mailing envelope with the notation "SEALED BID ENCLOSED" on the face of that envelope. C. Submittals include two separate sealed envelopes: Envelope 1: Bid Security and Bidder Status Form Envelope 2: Proposal D. Bids shall be deposited at the designated location prior to the time and date for receipt of bids. Sealed bids may be delivered in person on Mondays through Fridays 8:00 am to 5:00 pm. 1. Location: Office of City Clerk, City Hall 410 East Washington Street Iowa City, Iowa 52240 2. Time and Date BEFORE: 3:00 P.M. on February 27, 2025 D. Bids received after the time and date for receipt of bids will be returned unopened. E. The bidder shall assume full responsibility for timely delivery at the location designated for receipt of bids. F. Oral, telephonic, or telegraphic bids are invalid and will not receive consideration. 4.5 Modification or Withdrawal of Bid A. A bid may not be modified, withdrawn, or cancelled by the bidder after the stipulated time and date designated for the receipt of bids, and each bidder so agrees in submitting its bid. B. Prior to the time and date designated for receipt of bids, a bid submitted may be modified or withdrawn by notice to the party receiving bids at the place designated for receipt of bids. Such notice shall be in writing, signed by the person or persons legally authorized to bind the bidder to a contract. If written notice is electronic, written confirmation from the person or persons legally authorized to bind the bidder to a contract shall also be mailed and postmarked on or before the date and time set for receipt of bids, and it shall be so worded as not to reveal the amount of the original bid. C. Withdrawn bids may be resubmitted up to the time designated for the receipt of bids provided they are then fully in conformance with these Instructions to Bidders. D. Bid security shall be in an amount sufficient for the bid as modified or resubmitted. 2025 Parking Garages Maintenance and Repair 00 21 10 — Page 4 of 6 ARTICLE 5 — CONSIDERATION OF BIDS 5.1 Opening of Bids A. The properly identified bids received on time will be opened publicly and will be read aloud. 5.2 Rejection of Bids A. The Owner will have the right to reject any or all bids, and to reject a bid not accompanied by the required bid security or by another data required by the bidding documents, or to reject a bid which is in any way incomplete or irregular. 5.3 Acceptance of Bid (Award) A. It is the intent of the Owner to award a contract to the lowest responsive responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents and does not exceed the funds available. The Owner will have the right to waive informalities or irregularities in a bid received, and to accept the bid which, in his judgment, is in his own best interest. B. The Owner will have the right to accept bid alternates in any order or combination, and to determine the low bidder on the basis of the sum of the base bid and the accepted alternates. ARTICLE 6 — POST -BID INFORMATION 6.1 Submittals A. The names of those persons, firms, companies, or other parties with whom the bidder intends to enter into a major subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract will be submitted within 24 hours of bid opening by the apparent lowest responsive, responsible bidder. B. The bidder shall, within seven (7) days of notification of selection for the award of a contract for the work, submit the following information to the Architect: 1. A designation of the work to be performed by the bidder with the bidder's own forces. 2. The proprietary names and the suppliers or principal items or system of materials and equipment proposed for the project. C. The bidder will be required to establish to the satisfaction of the Architect and the Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the work described in the bidding documents. D. Prior to the award of the contract, the Architect will notify the bidder in writing if either the Owner or Architect, after due investigation, has reasonable objection to any such proposed person or entity. If the Owner or the Architect has reasonable objection to such proposed person or entity, the bidder may, at the bidder's option: 1. Withdraw the bid. 2. Submit an acceptable substitute person or entity with an adjustment in the bid price to cover the difference in cost occasioned by such substitution. E." The Owner may accept the adjusted bid price or may disqualify the bidder. In the event of either withdrawal or disqualification, bid security will not be forfeited. 2025 Parking Garages Maintenance and Repair 00 21 10 — Page 5 of 6 ARTICLE 7 — PERFORMANCE BOND AND LABOR & MATERIAL PAYMENT BOND 7.1 Bond Requirements A. The bidder shall furnish bonds covering the faithful performance of contract and the payment of all obligations arising there under. Bonds may be secured through the bidder's usual sources. The cost of furnishing such bonds shall be included in the bid. B. If the Owner requires that bonds be obtained from other than the bidder's usual source, all change in cost will be adjusted as provided in contract documents. 7.2 The Time of Delivery and Form of Bonds A. The bidder shall deliver the required bonds to the Owner not later than three (3) days following the date of execution of the contract. If the work is to be commenced prior thereto in response to a letter of intent, the bidder shall, prior to commencement of the work, submit evidence satisfactory to the Owner that such bonds will be furnished and delivered. B. The bonds shall be written on the "Performance, Payment and Maintenance Bond" form bound within the project manual, or a copy thereof. Both bonds shall be written in the amount of the contract sum. C. The bonds shall be dated on or after the date of the contract. D. The bidder shall require the attorney -in -fact who executes the required bonds on behalf of the surety to affix a current and certified copy of power of attorney. ARTICLE 8 — PRE -BID CONFERENCE 8.1 Conference A. There is a recommended pre -bid meeting on January 30, 2025, at 1:00 p.m. at City Hall Engineering Conference Room (31 floor), located at 410 East Washington Street, Iowa City. 8.2 Parking A. Parking available in Chauncey Swan Parking Ramp. „ Y4 2025 Parking Garages Maintenance and Repair 00 21 10 — Page 6 of 6 The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. The undersigned Bidder is a/an: ❑ Individual, Sole Proprietorship ❑ Partnership ❑ Corporation ❑ Limited Liability Company ❑ Joint venture ❑ Other Its Public Registration Number issued by the Iowa Commissioner of Labor, pursuant to Section 91 C.5 of the Iowa Code is: Failure to provide said Registration Number shall result in the bid being read under advisement. A contract will not be executed until the Contractor is registered to do business in the State of Iowa. Bidder's Name Signature Printed Name Title Street Address City, State, Zip Code Telephone Number ry NOTE: The signature on this proposal must be an original signature in ink; copies, facsimiles, or electronic signatures will not be accepted. 2025 Parking Garages Maintenance and Repair 00 42 10 — Page 4 of 4 00 43 05 BIDDER STATUS FORM All bidders must submit the following completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156 To be completed by all bidders Part A ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the Worksheet: Authorization to Transact Business). ❑ Yes ❑ No My company has an office to transact business in Iowa. ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a non-resident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B Dates: to Address: (mm/dd/yyyy) City, State, Zip Code: c` (71 c.� Cv3 Dates: to Address: ---- (mm/dd/yyyy) City, State, Zip Code: Dates: to Address: c.a (mm/dd/yyyy) City, State, Zip Code: You may attach additional sheet(s) if needed. To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preference to bidders who are residents? ❑ Yes ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional sheet(s) if needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: Signature: Date: 00 43 05 — Page 1 of 2 WORKSHEET: AUTHORIZATION TO TRANSACT BUSINESS This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship, and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa Secretary of State, has filed its most recent biennial report with the Secretary of State, and has neither received a certificate of withdrawal from the Secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement.of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa Secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited, partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ,- ❑ Yes ❑ No My business is a limited liability company whose certificate of organizatiof-1s filed in a state other than Iowa, has received a certificate of authority to transact business in lows and .lhe ceWrtifipate has not been revoked or canceled. t:w; 00430.5— Page 2of2 004310 BID BOND FORM , as Principal, and , as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa, hereinafter called "OWNER," in the amount of to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated for {Template - Insert Project Name} Project. NOW, THEREFORE, (a) If said Bid shall be, rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a security for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise, this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid security shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the security, as provided in the Project Manual or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its security shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents and said Surety does hereby waive notice of any such time extension. r-..t The Principal and the Surety hereto execute this bid security this - ; dayf A.D., 20_ r eal) Witness Principal tea By: ' title) Witness 0 Surety (Attorney -in -fact) Attach Power -of -Attorney, if applicable (Seal) 2025 Parking Garages Maintenance and Repair 00 43 10 —Page 1 of 1 004510 CONTRACT COMPLIANCE SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex, or sexual orientation. It is the City's intention to assist employers, who are City contractors, vendors, or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on 00 45 10 — Pages 2 and 3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City, Cif Code Section 2- 3-1. ~; 7 w c� 2025 Parking Garages Maintenance and Repair 00 45 10 — Page 1 of 6 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex, or sexual orientation. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et seq.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Phone Number Street Address City, State, Zip Code 2025 Parking Garages Maintenance and Repair 00 45 10 — Page 2 of 6 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses are true and correctly reflect our Equal Employment Opportunity policies. Business Name Phone Number Signature Title Print Name Date c> W 2025 Parking Garages Maintenance and Repair 00 45 10 — Page 3 of 6 00 42 10 PROPOSAL CITY OF IOWA CITY Please DO NOT USE the proposal included in the bound volume of the specifications. Separate copies of this form are contained with this document. The following documents must be submitted as printed. No alterations, additions, or deletions are allowed. If the Bidder notes a requirement in the contract documents that the Bidder believes will require a conditioned or unsolicited alternate bid, the Bidder must immediately notify the Engineer in writing. The Engineer will issue any necessary interpretation by an addendum. Name of Bidder: Address of Bidder: TO: City Clerk City of Iowa City City Hall 410 East Washington Street Iowa City, Iowa 52240 The undersigned bidder submits herewith bid security in the amount of $ in accordance with the terms set forth in the Project Manual. The undersigned bidder, having examined and determined the scope of the Contract, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Project Manual, including Addenda and and to do all work at the prices set forth herein. The undersigned bidder further proposes to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. s 2025 Parking Garages Maintenance and Repair 00 42 10 — Page 1 of 4 BID EXTENDED ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT 1 Horizontal spall repair 182 SF 2 Vertical/Overhead Spall Repair 95 SF 3 Concrete Crack Repair 577 LF 4 Slab Sealant Replacement 7,504 LF 5 Anchor Bolt Repair 20 EA 6 Expansion Joint Replacement 208 LF 7 Expansion Joint Header Repair 15 LF 8 New Membrane 35,180 SF 9 Recoat Membrane 12,300 SF 10 Penetrating Sealer 30,700 SF 11 Compression Joint Replacement 206 LF 12 Remove Membrane 640 SF 13 Painting 112 SF 14 Concrete Grinding 32 SF P'u.) 7y9 w M 15 Drain Cover Replacement 4 EA 16 Expansion Joint Sealant Replacement 15 LF C:) 17 Epoxy Filler with Membrane 40 SF "� N 18 Shear Connector Repair 28 EA 19 Pavement Markings 120 EA - Mobilization 1 LS - Traffic Control 1 LS - General Conditions 1 LS TOTAL EXTENDED AMOUNT = The Bidder may submit computer -generated unit price table in accordance with the Special Provisions. 2025 Parking Garages Maintenance and Repair 00 42 10 — Page 2 of 4 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NOTE: All subcontractors are subject to approval by City of Iowa City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. 2025 Parking Garages Maintenance and Repair 00 42 10 — Page 3 of 4 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. ri 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal €rnployffiLant Opportunity program. All employees authorized to hire, supervise, promote, or discba" -ge enploy, e'�S or are involved in such actions should be trained and required to comply with yaur poli6_=and the current equal employment opportunity laws. C-0 4. RECRUITMENT a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. e) Review. periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. f) Review the job application to ensure that only job -related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job -related tests which do not adversely affect any particular group of people. g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. 2025 Parking Garages Maintenance and Repair 00 45 10 — Page 4 of 6 h) Improve hiring and selection procedures and use non -biased promotion, transfer, and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. For your information is a copy of Section 2 — 3 — 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment can be found at: https:Hcodelibrary.amlegal.com/codes/iowacityia/Iatest/iowacity ia/0-0-0-631#JD 2-3-1. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. _ r♦4..ir.7� l I 2025 Parking Garages Maintenance and Repair 00 45 10 — Page 5 of 6 SAMPLE:. EQUAL EMPLOYMENT OPPORTUNITY POLICY To all employees of This Company and its employees shall not discriminate against any employee or applicant for employment based on his or her age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex, or sexual orientation. The anti -discrimination policy extends to decisions involving hiring, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Further, this Company and its employees will provide a working environment free from such discrimination. All employees are encouraged to refer minority and women applicants and applicants with disabilities for employment. The Equal Employment Opportunity Officer for the is: 0FMi M Address: Telephone: C0 W NOTE: This is a SAMPLE ONLY. You may wish to confer with your Equal Employment Opportunity (EEO) officer or legal counsel to formulate a policy which specifically meets the needs of your company. 2025 Parking Garages Maintenance and Repair 00 45 10 — Page 6 of 6 00 45 20 WAGE THEFT POLICY It is the policy of the City of Iowa City, as expressed by City Council Resolution No. 15-364 adopted on November 10, 2015, not to enter into certain contracts with, or provide discretionary economic development assistance to, any person or entity (including an owner of more than 25% of the entity) who has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, for a period of five (5) years from the date of the last conviction, entry of plea, administrative finding or admission of guilt. (hereinafter "Wage Theft Policy") Application. The Wage Theft Policy applies to the following: a. Contracts in excess of $25,000 for goods, services or public improvements. b. Contracts for discretionary economic development assistance. "Discretionary" economic development assistance shall mean any economic development assistarvee provided by the City of Iowa City that is not required by law. II. Exceptions. The Wage Theft Policy does not apply to emergency purchasds~af go—dds and services, emergency construction or public improvement work, sole source contracts, exce*d by the City's purchasing manual, cooperative/piggyback purchasing or contracts with other; governmental entities. III. Affidavit. The contracting entity must complete the attached affidavit::sh:owfn compliance with the Wage Theft Policy and provide it to the Contracting Department prior to he execution of the contract. Contract provision: Any contract to which this policy is applicable will include the following contract provision: If the City becomes aware that a person or entity (including an owner of more than 25% of the entity) has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, within the five (5) year period prior to the award or at any time after, the award, such violation shall constitute a default under the contract. IV. Waivers. If a person or entity is ineligible to contract with the City as a result of the Wage Theft Policy it may submit a request in writing indicating that one or more of the following actions have been taken: a. There has been a bona fide change in ownership or control of the ineligible person or entity; b. Disciplinary action has been taken against the individual(s) responsible for the acts giving rise to the violation(s); C. Remedial action has been taken to prevent a recurrence of the acts giving rise to the disqualification or default; or d. Other factors that the person or entity believes are relevant. The City Manager or Designee shall review the documentation submitted, make any inquiries deemed necessary, request additional documentation if warranted and determine- whether a reduction in the ineligibility period or waiver is warranted. Should the City Manager or Designee determine that a reduction or waiver of the ineligibility period is warranted the City Manager or Designee shall make such recommendation to the City Council. The City Council will make a final decision as to whether to grant a reduction or waiver. 2025 Parking Garages Maintenance and Repair 00 45 20 — Page 1 of 2 WAGE THEFT AFFIDAVIT I, , certify under penalty of perjury and pursuant to the laws of the State of Iowa that the following is true and correct: 1. 1 am the [position] . of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither ["contracting entity"] nor any person or entity with an ownership interest of more than 25% of said contracting entity has been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. Signature -^ CO 2025 Parking Garages Maintenance and Repair 00 45 20 — Page 2 of 2 00 52 10 AGREEMENT This Contract is made and entered into by and between the City of Iowa City, Iowa ("City"), and ("Contractor") Whereas, the City has prepared certain Plans, Specifications, Proposal and Contract dated the 27th day of December, 2024, for the 2025 Parking Garages Maintenance and Repair ("Project"), and Whereas, the City publicly solicited bids for construction of said Project; and Whereas, Contractor submitted a bid on the Project described in said Project Manual; and Whereas, the parties hereto now wish to enter into this Contract for the construction of said Project. Now, therefore, it is agreed: The Contractor hereby agrees to perform the Project for the sums listed in its Proposal including the total extended amount of $ which sums are incorporated herein by this reference. 2. This Contract consists of the Contract Documents, as defined in the Section 1010, 1.03, and the following additional component parts which are incorporated herein by reference: a. Contractor's Completed Bidder Status Form; attached hereto; and b. Contractor's Completed Contract Compliance Program (Anti -Discrimination Requirements) Assurance, if applicable, pursuant to Section 0200, attached hereto; and C. Contractor's Completed Wage Theft Affidavit, if applicable, pursuant to Section 0200, attached hereto. The above components are deemed complementary and what is called for by one shall be as binding as if called for by all. r� �1CD CO .C- 2025 Parking Garages Maintenance and Repair 00 52 10 — Page 1 of 2 3 The names of those persons, firms, companies or other parties, acknowledged by the City, with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows (or shown on an attachment): DATED this day of , 20 (The City of Iowa City will date this Contract after all signatures are obtained) Citv By: Signature of City Official Printed Name of City Official ATTEST: By: City Clerk (for Formal Projects only) APPROVED BY: City Attorney's Office Contractor By: Signature of Contractor O � Printed Name of Contractor Officer Title of Contractor Officer ATTEST: By: (Company Official) 2025 Parking Garages Maintenance and Repair 00 52 10 — Page 2 of 2 0061 10 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND Know All by These Presents That we, as Principal (hereinafter the "Contractor" or "Principal") and , as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of dollars ($ ), lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns, jointly or severally, firmly by these presents. The conditions of the above obligations are such that whereas said Contractor entered into a contract with the Jurisdiction, bearing date the day of , , (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: Project Description: sealant replacement, concrete repairs, FRP wrap, weld tie repairs, painting, membrane replacement, steel stair improvements, and other miscellaneous repairs at the Capitol Street Parking Ramp.. To faithfully perform all the terms and requirements of said Contract within the time thEwein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: 1. Performance: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. Payment: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until completion of the improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 2025 Parking Garages Maintenance and Repair 00 61 10 — Page 1 of 4 3. Maintenance: The Contractor and the Surety on this Bond hereby agree, at their own expense: a. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of two years (2) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; b. To keep all work in continuous good repair; and C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Jurisdiction all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. 4. General: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: a. To consent without notice to any extension of time to the Contractor,. -in whidh�to perform the Contract; ca b. To consent without notice to any change in the Contract or Contrast DQ-Wmentk,: which thereby increases the total contract price and the penal sum of this bond, 'p�ovided that all such changes do not, in the aggregate, involve an increase of more jhan 20% afhe total contract price, and that this bond shall then be released as to such excess iE easy rand C. To consent without notice that this Bond shall remain in full force an& ffect gatil the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. d. That no provision of this Bond or of any other contract shall be valid that limits to less than two years (2) after the acceptance of the work under the Contract the right to sue on this Bond. e. That as used herein, the phrase "all outlay and expense" is not to be limited in any way, but shall include the actual and reasonable costs and expenses incurred by the Jurisdiction including interest, benefits, and overhead where applicable. Accordingly, "all outlay and expense" would include but not be limited to all contract or employee expense, all equipment usage or rental, materials, testing, outside experts, attorneys' fees (including overhead expenses of the Jurisdiction's staff attorneys), and all costs and expenses of litigation as they are incurred by the Jurisdiction. It is intended the Contractor and Surety will defend and indemnify the Jurisdiction on all claims made against the Jurisdiction on account of Contractor's failure to perform as required in the Contract and Contract Documents, that all agreements and promises set forth in the Contract and Contract Documents, in approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction will be fully indemnified so that it will be put into the position it would have been in had the Contract been performed in the first instance as required. In the event the Jurisdiction incurs any "outlay and expense" in defending itself against any claim as to which the Contractor or Surety should have provided the defense, or in the enforcement of the promises given by the Contractor in. the Contract, Contract Documents, or approved change orders, or in the enforcement of the promises given by the Contractor and Surety in this Bond, the Contractor and Surety agree that they will make the Jurisdiction whole for all such outlay and expense, provided that the Surety's obligation under this bond shall not exceed 125% of the penal sum of this bond. 2025 Parking Garages Maintenance and Repair 00 61 10 — Page 2 of 4 In the event that any actions or proceedings are initiated regarding this Bond, the parties agree that the venue thereof shall be Johnson County, State of Iowa. If legal action is required by the Jurisdiction to enforce the provisions of this Bond or to collect the monetary obligation incurring to the benefit of the Jurisdiction, the Contractor and the Surety agree, jointly, and severally, to pay the Jurisdiction all outlay and expense incurred therefor by the Jurisdiction. All rights, powers, and remedies of the Jurisdiction hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers, and remedies given to the Jurisdiction, by law. The Jurisdiction may proceed against surety for any amount guaranteed hereunder whether action is brought against the Contractor or whether Contractor is joined in any such action(s) or not. Now therefore, the condition of this obligation is such that if said Principal shall faithfully perform all the promises of the Principal, as set forth and provided in the Contract and in this Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. When a work, term, or phrase is used in this Bond, it shall be interpreted or construed first as defined in this Bond and the Contract; second, if not defined in the Bond or Contract, it shall be interpreted or construed as defined in applicable provisions of the Iowa Code; third, if not defined in the Iowa Code, it shall be interpreted or construed according to its generally accepted meaning in the construction industry; and fourth, if it has no generally accepted meaning in the construction industry, it shall be interpreted or construed according to its common or customary usage. Failure to specify or particularize shall not exclude terms or provisions not mentioned and shall not limit liability hereunder. The Contract is hereby made a part of this Bond. r fxi >0♦ 2025 Parking Garages Maintenance and Repair 00 61 10 — Page 3 of 4 PRINCIPAL: a NOTE: Printed Name of Contractor Officer a Signature of Contractor Officer SURETY: Surety Company Name Signature of Attorney -in -Fact Officer Title of Contractor Officer Printed Name of Attorney -in -Fact Officer Company Name of Attorney -in -Fact Company Address of Attorney -in -Fact City, State, Zip Code of Attorney -in -Fact Telephone Number of Attorney -in -Fact 1. All signatures on this performance, payment, and maintenance bond must be original signatures in ink; copies, facsimile, or electronic signatures will not be accepted. 2. This bond must be sealed with the Surety's raised, embossing seal. 3. The Certificate or Power of Attorney accompanying this bond must be valid on its face and sealed with the Surety's raised, embossing seal. 4. The name and signature of the Surety's Attorney-in-Fact/Officer entered on this bond must be exactly as listed on the Certificate or Power of Attorney accompanying this bond. rVC 2025 Parking Garages Maintenance and Repair 00 61 10 — Page 4 of 4 00 72 00 GENERAL CONDITIONS "General Conditions of the Contract for Construction" AIA DOC A201-2007 amended, shall apply except as amended in the Supplementary Conditions. 2025 Parking Garages Maintenance and Repair 00 72 00 — Page 1 of 1 00 73 00 SUPPLEMENTARY CONDITIONS PART 1 - GENERAL 1.1 INTRODUCTION A. The following supplements modify the "General Conditions of the Contract for Construction", AIA Document A201-2007. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect. B. Terms used in these Supplementary Conditions will have meanings assigned to them in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings indicated below, which are applicable to both the singular and plural thereof. C. Deletions from the AIA A201 are indicated as ewe -eat and additions to the AIA A201 are indicated as "bold italic". D. The OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Law or Regulations in respect to any dispute. Disputes shall be resolved by legal or equitable proceedings in a court of appropriate jurisdiction. Under no circumstances shall binding arbitration be required as to any dispute arising between the parties or under the Contract Documents. E. Delete all references to mediation and arbitration in their entirety 1.2 ARTICLE 1 - GENERAL PROVISIONS A. Change Paragraph 1.1.3 to read as follows: 1.1.3 The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, tools, materials, equipment, transportation, services, taxes, insurance and all other services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. The Contractor shall provide all work and materials required by any part of the Contract Documents. B. Add the following Paragraph 1.1.9 Project Manual to read as follows: 1.1.9 Project Manual The bound documentary information prepared for bidding and constructing the Work. The list of the contents of the Project Manual, which may bound in one or more volumes, is contained in the table(s) of contents. The Projgct Manual is the basis for developing the Contract and Contract Documents. C. Add the following Paragraph 1.2.4: 1.2.4 Sections of Division 1 - General Requirements, govern the execution of all sections of the specifications. t.,3 1.3 ARTICLE 2 - OWNER A. Change Paragraph 2.4 to read as follows: 2.4 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven-day period after Fesempt 0f written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may without prejudice to other remedies the Owner may have, correct such deficiencies. In such case the Owner may deduct from payments then or thereafter due the Contractor the cease able entire cost of correcting such deficiencies, including Owner's expenses and compensation for the Architect's and/or Consultant's additional services and expenses and heating, 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 1 of 18 engineering, accounting, consulting services and attorneys' fees and expenses made necessary by such default, neglect, or failure. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. The Owner's actions pursuant to this Subparagraph shall not operate as a release of any obligation of a surety. 1.4 ARTICLE 3 - CONTRACTOR A. Change Paragraphs 3.2.2 to read as follows: 3.2.2 Because the Contract Documents are complementary, the Contractor shall, before starting each portion of the Work, carefully study and compare the various Contract Documents relative to that portion of the Work, as well as the information furnished by the Owner pursuant to Section 2.2.3, shall take field measurements of any existing conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies in the Contract Documents; however, the Contractor shall promptly report to the Architect any errors, inconsistencies or omissions discovered by or made known to the Contractor as a request for information in such form as the Architect may require. It is recognized that the contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional, unless otherwise specifically provided in the Contract Documents. The Contractor shall not be liable to the Owner or Architect for damage resulting from errors, inconsistencies or omissions in the Contract Documents unless the Contractor recognized such error, inconsistency or omission and knew ) ,jailed to report it to the Architect. If the Contractor performs any construction activity kRewinfl i involving a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appFepFiate responsibility for such performance and shall bear all costs for correction. The Contractor shall perform no portion of the Work at any time without Contract Documents or, where required, approved Shop Drawings, Product Dicta or Samples for such portion of the Work. B. Change Paragraph 3.3.2 to read as follows: 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors, Sub -subcontractors, vendors, material providers and suppliers and their agents and employees, and other persons performing portions of the Work under a contract with the Contractor or any of its Subcontractors. C. Add the following 3.3.4: 3.3.4 Contractor shall maintain a qualified and responsible person available-24 hours per day, seven days per week to respond to emergencies which may occur afte, Aours. Contractor shall provide to Owner and Architect the phone number and/or paging service of this individual. D. Change Paragraph 3.4.1 to read as follows: 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, storage, parking and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. Should the Contract Documents require work to be performed after regular working hours or should the Contractor elect to perform work after regular hours, the additional cost of such work shall be borne by the Contractor. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 2 of 18 E. Add the following Paragraphs 3.4.4 through 3.4.6: 3.4.4 Whenever any provisions of the Contract conflict with any agreements or regulation of any kind in force among members of any trade association, unions or councils, which regulate what work shall be included in the work of particular trades, the Contractor shall make all necessary arrangements to reconcile any such conflict without delay or cost to the Owner and without recourse to the Architect or the Owner. 3.4.5 After the Contract has been executed, the Owner and the Architect will consider a formal request for the substitution products in place of those specified only under the conditions set forth in Section 0160 00 - Post Bid Substitutions. 3.4.6 By making requests for substitutions based on Subparagraph 3.4.4 above, the Contractor. .1 represents that the Contractor has personally investigated the proposed product and determined that it is equal or superior in all respects to that specified. .2 represents that the Contractor will provide the same warranty for the substitution that the Contractor would for that specified. .3 certifies that the cost data presented is complete and includes all related costs under this Contract except the Architect's redesign costs, and waives all claims for additional costs related to the substitution which subsequently become apparent; and .4 will coordinate the installation of the accepted substitute, making such changes as may be required for the Work to be complete in all respects. .5 will adhere to the contract schedule F. Change Paragraphs 3.5 to read as follows: 3.5 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless the Contract Documents require or permit otherwise. The Contractor further warrants that the Work will conform with the requirements of the Contract Documents and will be free from defects, except fnr these i nherept in the quality of the Mrk the GARt At rinnb imeRt6 Fenlire nr rerm ifrK, materials or equipment not conforming to these requirements may be considered defective. The Contractor's warranty excludes remedy for damage or defect ca6io byi Buse, alterations to the Work not executed by the Contractor, improper or iRsuff cieFS maintenance, improper operation, or normal wear and tear and normal usage. i 1 If required by the Architect, the Contractor shall furnish satisfactory evadelnc s to the'''kind and quality of materials and equipment. G. Change Paragraph 3.6.1 to read as follows: 4-- The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor that are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. Contractors and approved subcontractors will be provided a Sales Tax Exemption Certificate to purchase building materials, supplies, or equipment in the performance of the contract The Contractor shall submit the information necessary for the certificates to be issued. All such information for said certificates shall be submitted to the City/Owner together in one submission. H. Change Paragraph 3.7.2 to read as follows: 3.7.2 The Contractor shall ssry perform the Work in compliance with and give notices required by applicable laws, statutes, ordinances, codes, rules, regulations and lawful orders of public authorities bearing on performance of the Work. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 3 of 18 Change Paragraph 3.7.3 to read as follows: 3.7.3 If the Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume full appmpr+ate responsibility for such Work and shall bear the costs affable to the GGFFeG_tiE)R and expenses of correcting or replacing such Work. Change Paragraph 3.7.4 to read as follows: 3.7.4 Concealed or Unknown Conditions. If the Contractor encounters conditions at the site that are 1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or 2) unknown physical conditions of an unusual nature that differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, the Contractor shall promptly provide notice to the Owner and the Architect before conditions are disturbed and in no event later than the next business day 21 days after first observance of the conditions. The Architect will promptly investigate such conditions and, if the Architect determines that they differ materially and cause an increase or decrease in the Contractor's costs of or time required for performance of any part of the work, will recommend an equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicate_J in the Contract Documents and that no change in the terms of the Contract is justified, :the Architect shall promptly notify the Owner and Contractor in writing, stating the reasons. 45, K. Change Paragraph 3.11 to read as follows:' - 3.11 The Contractor shall maintain at the site for the Owner, one cop . of the Drawings, Specifications, Addenda, Change Orders, and other Modifications, in good order and marked currently to indicate field changes and selections made during construction, and one-Gepyef all approved Shop Drawings, MSDS Sheets, Product Data, Samples and similar required submittals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work as a record of the Work as constructed. L. Change Paragraph 3.13 to read as follows: 3.13 The Contractor shall confine operations at the site to areas permitted by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. The Contractor acknowledges that the property on which the Project and Work are located may be occupied and in use by the Owner during the execution of the Work. The Contractor shall perform and coordinate its work in such a manner that the portions of the property occupied and in use will not be encumbered or the use interfered with or interrupted. M. Change Paragraph 3.17 to read as follows: 3.17 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufacturer or manufacturers is required by the Contract Documents, or where the copyright violations are contained in Drawings, Specifications or other documents prepared by the Owner or Architect. However, if the Contractor has reason to believe that the required design, process or product is an infringement of a copyright or patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the Architect and the Owner in writing. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 4 of 18 N. Change Paragraphs 3.18.1 to read as follows: 3.18 To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold harmless the Owner, Architect, Architect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including, but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property lather than the MFk itselfl but only to the extent caused in whole or in part by intentional or negligent acts or omissions' of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, renaFdless of whether or not s inh nlaim damage lass or ex sed in part by a part„ indemnified here„nSuch obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity that would otherwise exist as to a party or person described in this Paragraph 3.18. Nothing in the foregoing Paragraph 3.18.1 is intended or shall be deemed to constitute an indemnification by the Contractor against the negligence of any of the parties to be otherwise indemnified pursuant to Paragraph 3.18.1. O. Change Paragraph 3.18.2 to read as follows: 3.18.2 Contractor is not, and shall not be deemed to be, an agent or employee of the City of Iowa City, Iowa. In claims against any person or entity indemnified under this Section 3.18 by an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under Section 3.18.1 shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under worker's compensation acts, disability benefit acts or other employee benefit acts. 1.5 ARTICLE 4 - ARCHITECT A. Change Paragraph 4.1.2 to read as follows: 4.1.2 Duties, responsibilities and limitations of authority of the Architects set forth in the Contract Documents shall not be restricted, modified or extended withouvritten consent of the Owner;-Gen#aetGF and Architect. Consent shall not be unreasonibly With heldr-. B. Change paragraph 4.2.1 to read as follows:' 5 4.2.1 The Architect will provide administration of the Contract asdescnkd in theContract Documents and will be the Owner's representative as provided herein ding '''construction and until the Architect issues the final Certificate for Payment to'' the Contractor on the Project. The Architect will advise and consult with the Owner. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. C. Change paragraph 4.2.3 to read as follows: 4.2.3 On the basis of the site visits, the Architect -will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed, and report to the Owner 1) known deviations from the Contract Documents and from the most recent construction schedule submitted by the Contractor, and 2) defects and deficiencies observed in the Work. The Architect and the Owner will not be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Contract Documents. The Architect and the Owner will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons or entities performing portions of the Work. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 5 of 18 D. Change Paragraphs 4.2.5 through 4.2.6 to read as follows: 4.2.5 Based on the Architect's observations and evaluations of the Contractor's Applications for Payment, the Architect will review and certify recommend to the Owner the amounts due the Contractor and will issue Certificates for Payment in such amounts. 4.2.6 The Architect has authority to reject Work which does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable for implementation of the intent of the Contract Documents, the Architect will have authority to recommend to the Owner to require additional inspection or testing of the Work in accordance with Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons performing portions of the Work. E. Change Paragraphs 4.2.10 through 4.2.12 to read as follows: 4.2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. ThT„e-duties in an exhibit to be innerner.+te rl in the (`entrant DOGUmentS 4.2.11 The Architect will interpret and make recommendations to the Owner regarding decide matters concerning performance under and requirements of the Contract Documents on written request of either the Owner or Contractor. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If no agreement is made concerning the time within which recommendations required of the Architect shall be furnished in compliance with this Paragraph 4.2, then the Architect shall furnish such recommendations within such reasonable time after the request is made that allow sufficient time in the professional judgment of the Architect for review. 4.2.12 Interpretations and recommendations decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and Will be in writing or in the form of drawings. When making such interpretations and recommendations desis+ees, the Architect will endeavor to secure faithful performance by both Owner.and Contractor, will not show partiality to either and will not be liable for results o;interpretations or recommendations deGiGiGRs rendered in good faith. 1.6 ARTICLE 5 - SUBCONTRACTORS A. Delete Paragraph 5.2.1 and add the following: 5.2.1 The CONTRACTOR shall provide, within 24 hours of the bid opening, a list those persons, firms, companies or other parties to whom it proposes/intends to enter into a subcontract regarding this project as required on the Bid Form and the Agreement. 1. If no minority business enterprises (MBE) are utilized, the CONTRACTOR shall furnish documentation of all efforts to recruit MBE's. B. Change Paragraph 5.3 to read as follows: 5.3 By appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities which the Contractor, by these Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 6 of 18 1.7 1.8 subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub -subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the sul�oontract agreement, copies of the Contract Documents to which the Subcontractor will bebound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors shall similarly make copies of applicable portions �; of such documents available to their respective proposed Sub -subcontractors. All warranties provided by the Subcontractors, including all express and implied warranties in the Contract Documents and the agreements between the Contractor and the Subcontractors and all warranties provided by law, shall run to and be for the benefit of the Owner, and the Owner shall have a direct right of action against the Subcontractors for any breach of said warranties. ARTICLE 6 - CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS A. Delete Paragraph 6.1.4 in its entirety. B. Change Paragraph 6.2.4 to read as follows: 6.2.4 The Contractor shall promptly remedy damage the Contractor wreagfutly causes to completed or partially completed construction or to property of the Owner or separate contractors as provided in Subparagraph 10.2.5. ARTICLE 7 - CHANGES IN THE WORK A. Change paragraph 7.2.1 to read as follows: 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner and Contractor and approved by the Architect, stating their agreement upon all of the following: B. Add paragraph 7.2.2 as follows: 7.2.2 A Change Order is conclusively presumed to include all adjustments in Contract Time and Contract Sum necessary to complete the change to the Work and related parts of the Work. C. Add Paragraph 7.2.3 as follows: 7.2.3 /n all Change Orders or Construction Change Directives, the allowance for Overhead and profit to be included in the total cost to the Owner shall not exceed the following amounts: .1 For the Contractor, for any Work performed directly by the Contractor's employees, not including oversight of such work performed by subcontractor, fifteen percent (15%) of the cost. .2 For the Contractor, for Work performed by Subcontractor, ten percent (10%) of the amount due the Subcontractor. .3 For each Subcontractor, or Sub -subcontractor involved, for any Work performed by such contractor's own forces, fifteen percent (15%) of the cost. .4 For each Subcontractor, for Work performed by the Sub -subcontractors, five percent (5%) of the amount due the Sub -subcontractor. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 7 of 18 .5 In order to facilitate checking of quotations for extras or credits, all proposals, except those so minor that their propriety can be seen by inspection, shall be accompanied by a complete itemization of costs including labor, materials and Subcontracts. In no case will a change involving over $200.00 be approved without such itemization. .6 Unless otherwise agreed, costs to which overhead and profit are to be applied shall be those costs listed in Subparagraph 7.3.6. 1.9 ARTICLE 8 - TIME A. Change Paragraph 8.2.3 to read as follows: 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract time. The Contractor shall bear all costs for overtime and all additional expense which may arise in order to achieve Substantial Completion within the Contract Time. B. Add Paragraph 8.2.4 to read as follows: 8.2.4 If, upon the recommendation of the Architect, it becomes necessary at times during construction for the Owner to accelerate the work, each Contractor or subcontractor when ordered and directed by the Owner, shall cease work at any point and shall transfer its workers to such points and execute such portion of its work as may be required to enable others to properly engage in and carry on their work. C. Change Paragraph 8.3.1 to read as follows: ,,, r.., 8.3.1 If the Contractor is delayed at any time in progress of the Work by ar,act or neglect of the Owner or Architect, or of an employee of either, or of a separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire;.-URusual del derv, unavoidable casualties or other causes beyond the Contractor's Cdntrol;...,er by delay #heFi g nrbi#rn#inn by e#h Gauses w ,nh the' Arnhi#en# a�r,�rzede—@r�2R 9�-vy--vcne•r�vaoca�rv_rr-mc�r of nrcoc de#eYmines may justify delay, then the Contract Time shall be extended by -.Change .Order for such reasonable time as the Owner, with the advice of the Architect, - may determine. Such delays shall not be a basis for damages. An extension of the Co► Tract Time is the Contractor's sole remedy for such delay. D. Delete Paragraph 8.3.3 in its entirety. E. Add Paragraph 8.4 LIQUIDATED DAMAGES to read as follows: Since the actual monetary value of damages sustained by the Owner as a result of delayed completion of the Work is extremely difficult or impractical to assess, the Owner and Contractor agree as follows: Upon failure of the Contractor to achieve "Substantial Completion" of the Work in compliance with requirements of the Contract Documents: The Contractor shall pay as liquidated damages, and not as a penalty, the sum of amount as listed in the Notice to Bidders (or Instruction to Bidders) for each calendar day that "Substantial Completion" is delayed beyond the date written in the Agreement, subject to adjustments of the Contract Time as provided for in the Contract Documents. 2. The Owner shall give written notice to the Contractor of intent to assess liquidated damages pursuant to provisions of this Article. Calculation of the amount of liquidated damages shall commence on the date the Owner notifies the Contractor of this intent. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 8 of 18 3. Liquidated damages assessed in accordance with these provisions are exclusive of other monetary damages to which the Owner may be entitled as a direct result of the Contractor's failure to achieve final completion of the Work in accordance with requirements of the Contract Documents. These liquidated damages are not intended to be exclusive of Owner's right to terminate this Contract based on Contractors' failure to comply with the terms and provisions of the Contract. 4. Partial performance of the Work of this Contract shall not relieve the Contractor from liability for liquidated damages. 5. Contractor's liability for liquidated damages shall cease upon issuance of Substantial Completion Certificate for the Work of the Contract. 6. Notwithstanding anything in the Contract Documents to. the akntrary,, amounts assessed to the Contractor as liquidated damages may;berdeducted by the Owner from any money payable to the Contractor pursdari tto tliis Cor tract. The Owner shall notify the Contractor in writing of a clai►fldr lic, dated -damages prior to the date the Owner deducts such sum from ,0oney payable to the Contractor. 1.10 ARTICLE 9 -PAYMENTS AND COMPLETION A. Add the following Paragraph 9.3.1.3. .3 The first payment application shall be accompanied by Contractor's partial waiver of Hen only, for the full amount of the payment. Each subsequent monthly payment application shall be accompanied by the Contractor's partial waiver and by the partial waivers of Subcontractors and Suppliers who were included in the immediately preceding payment application to the extent of that payment. Application for final payment shall be accompanied by final waivers of lien from the Contractor, Subcontractor and Suppliers who have not previously furnished such final waivers. B. Change Paragraph 9.4.1 to read as follows: 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in Subparagraph 9.5.1. Nothing herein shall be construed as requiring the Architect to reduce the retainage to be applied to payment applications. All certifications and payments, including those pursuant to a pending claim, shall be tentative and conditional and it shall not be necessary for the Architect to make any statement to this effect. C. Add Paragraph 9.4.2.1: 9.4.2.1 The Architect's determination as to the issuance of or withholding of or the amount of payment reflected on Certificates of Payment shall subject the Architect to no liability whatsoever to the Owner, Contractor, Surety, or any other person. D. Change Paragraph 9.6.1 to read as follows: 9.6.1 The Owner shall make partial payments to the Contractor within 30 days after the Owner has received a Certificate for Payment from the Architect. To insure proper performance of the Contract, the Owner will retain 5% of each payment amount or such larger amount as will insure that there always remains a sufficient balance to complete the work, such retainage to be held until Final Acceptance of Work and shall so notify the Architect. Payment -m- the -Map,pEr and within the time pFaVided Onr the (`nPtr_n+ DGGUmentc• e ar1nshall c.e notify the Arnhltent 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 9 of 18 E. Change Paragraph 9.8.4 to read as follows: When the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate of substantial Completion that shall establish the date of Substantial Completion, shall establish responsibilities of the Owner and contractor for security, maintenance, heat, utilities, damage to the Work, and insurance, and shall fix the time within which the contractor shall finish all items on the list accompanying the Certificate. WarFaRt ies F. Add Paragraph 9.10.6: 9.10.6 Notwithstanding any provision to the contrary in this Contract, final payment of the retainage due the Contractor will be made not earlier than 31 days from the final acceptance of the work by the Owner, subject to the conditions and in accordance with the provisions of Chapter 573 of the Code of Iowa (2009), as amended. G. Add Paragraph 9.10.7: 9.10.7 Warranties required by the Contract Documents, including those stated in the performance and payment bond, shall commence on the date 9ffinal, formal acceptance of the work by the City. 4 J 1.11 ARTICLE 10 -PROTECTION OF PERSONS AND PROPERTY A. Add Paragraph 10.1.1: - CD 1. The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous chemicals or materials that will be at the job site. The Material Safety Data Sheets will be submitted to the Owner prior to the start of construction and supplement6d as necessary throughout the project. This data is being provided for informational purposes only and does not relieve the contractor of any obligations for compliance with applicable OSHA and State laws regarding hazardous chemicals and right -to -know. B. Change Paragraph 10.2.4 to read as follows: 1. When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for the execution of the Work, the Contractor shall give the Owner reasonable advance notice and shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. C. Add Paragraph 10.2.9: 10.2.9 When required by law or for the safety of the Work, the Contractor shall shore up, brace, underpin and protect foundations and other portions of existing structures which are in any way affected by the Work. The Contractor, before commencement of any part of the Work, shall give any notices required to be given to adjoining landowners or other parties. The Owner shall be notified once these notices have been served and before the work is performed. 1.12 ARTICLE 11 -INSURANCE AND BONDS A. Change Paragraph 11.1.1.5 to read as follows: .5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including explosion, collapse and damage to underground utilities and loss of use resulting therefrom; 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 10 of 18 a C. ED Change Paragraph 11.1.2 to read as follows: 11.1.2 The insurance required by Subparagraph 11.1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law, whichever coverage is greater. Coverage whether shall be written on an occurrence erg ,tee basis and shall be maintained without interruption from the date of commencement of the Work until the date of final payment and termination of any coverage required to be maintained after final payment, and, with respect to the contractor's completed operations coverage, until the expiration of the period for correction of Work or for such other period for maintenance of completed operations coverage as specified in the Contract Documents. Change Paragraph 11.1.3 to read as follows: 11.1.3 Certificates of Insurance acceptable to the Owner shall be filed with the ,Owner prior to commencement of the Work and thereafter upon renewal or replacement of each required policy of insurance. The name, address and phone number of the insurance company and agent must accompany the certificate. The liability limits required hereunder must apply to this Project only. These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. An additional certificate evidencing continuation of liability coverage, including coverage for completed operations, shall be submitted upon final Application for Payment as required by Section 9.10.2 and thereafter upon renewal or replacement of such coverage until the expiration of the time required by Section 11.1.2. Information concerning reduction of coverage on account of revised limits or claims paid under the General Aggregate, or both, shall be furnished by the Contractor with reasonable promptness. Delete Paragraph 11.1.4 in its entirety and add the following Paragraphs 11.1.4 through 11.1.14: 11.1.4 Any policy or policies of insurance purchased by the Contractor to satisfy his/her responsibilities under this contract shall include contractual liability coverage, and shall be in the following type and minimum amounts; Type of Coverao Comprehensive General Liability Bodily Injury & Property Damage* Automobile Liability Bodily Injury & Property Damage Excess Liability Employer's Liability Each Accident Each Employee Policy Limit Professional Liability (if applicable) Each Occurrence $1,000,000 Combined Single Limit $1,000,000 $1,000,000 $500,000 $500,000 $500,000 $1,000,000 Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. " $g,00,0,00& $�000,006 a� $1,000,000 Property Damage liability insurance must provide explosion, collapse and underground coverage. Comprehensive General Liability using Insurance Services Office CG0001 or equivalent, shall include Contractual, Premises & Operations, Products & Completed Operations, Independent Contractors, Personal & Advertising Injury coverages, and Aggregate Limits of Insurance (Per Project) endorsement. Automobile Liability shall include all owned, non -owned and hired autos and also coverage for Contractual Liability. Excess Liability shall provide no less than following form coverage to the primary underlying policies. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 11 of 18 Workers Compensation shall include the Alternative Employer and Waiver of Subrogation endorsements in favor of the Owner. 17- Y Professional Liability, if applicable. The Contractor shall procure and maintain, duffing the life of this Agreement, Professional Errors and Omissions Liability Insurance. The Contractor will notify the Owner if claims made erode the policy limits below those required above. G' All liability policies above, except for Workers Compensation and Professional Liability, shall include the Owner's Governmental Immunities Endorsement. [See attached]. 11.1.5 The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best. In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: 11.1.6 The entire amount of Contractor's liability insurance policy coverage limits, identified in the policy and in the Certificate of Insurance, must, under the policy, be available to pay damages for which the insured Contractor becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction or set off by virtue of investigation or defense costs incurred by Contractor's insurer. 11.1.7 The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the Contractor's insurer, with no deductible to be paid by, or self -insured retention to be attributed to, the Contractor unless this requirement is waived by the City. Contractor's Certificate of Insurance must set forth the nature and amount of any such deductible or self -insured retention. 11.1.8 If Contractor's liability insurance coverage is subject to any special exclusions or limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance and copies of such shall be attached thereto. 11.1.9 The Contractor shall include the City as additional insured on all policies except workers compensation. The Contractor shall include the Owner (City of Iowa City, including its employees, agents and assigns) as additional insured on all policies, except worker's compensation and professional liability. Such additional insured endorsement(s) shall make the Contractor's liability insurance primary to the Owner's and, furthermore, shall not be contributing with any other insurance or similar protection available to the Owner, whether such available protection be primary, contributing or excess. Owner shall be an Additional Insured with respect to all required aforementioned coverages, which shall be stated on all Certificates of Insurance. Such Certificates shall also state that the Governmental Immunities Endorsement (see attached) apply and said endorsements shall be attached thereto. The Contractor shall require any of its agents and subcontractors who perform work and/or services pursuant to the provisions of this Agreement to purchase and maintain the same types of insurance as are required of the Contractor. 11.1.10 The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. If Contractor can only provide "claims -made" insurance coverage, then the Contractor must comply with the following requirements: A. If the Contractor changes insurance carriers, or if Contractor's insurance coverage is canceled, during the contract period or within two years after City's acceptance of the work, Contractor agrees to immediately notify the City of such event. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 12 of 18 B. If Contractor's insurance is canceled or is allowed to lapse during said period, Contractor shall be required to obtain replacement insurance coverage to fulfill its obligation hereunder. C. If, during said period, Contractor voluntarily changes insurance carriers or is required to obtain replacement coverage from another carrier, Contractor shall either (1) purchase "tail" coverage from its first carrier effective for a minimum of two years after City Council acceptance of the work, or (2) purchase "prior acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. D. "Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the insurance specified in this Contract, and shall not be subject to any further limitations or exclusions, or have a higher deductible or self -insured retention than the insurance which it replaces 11.1.11 The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractor's insurance if not in compliance with the requirements herein provided, and on that basis to either award the contract to the next low bidder or declare a default and seek specific performance or termination, as the case may be. 11.1.12 In the event that any of the policies of insurance or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, or in the event that Contractor incurs liability losses, either due to activities under this Contract, or due to other activities not under this Contract but covered by the same insurance, and such losses exhaust the aggregate limits of Contractor's liability insurance, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. 11.1.13 In the event that any of the policies or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. x 11.1.14 Contractor shall be responsible for any deductible aiWbunts; including but not limited to the owner's deductible on the owner's builder' risk E. Delete Paragraphs 11.3 in its entirety and add Paragraphs 11.3 as --follows,:-) 11.3 PROPERTY INSURANCE 11.3.1 OWNER shall purchase and maintain property insurance xupdh the Work at the Site in the amount of the full replacement cost thereof (subject to such `deductible amounts as may be provided in the Supplementary Conditions or reined by Laws and Regulations). This insurance shall: .1 include the interests of OWNER, CONTRACTOR, Subcontractors, Owner's Engineering Consultants, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an additional insured; 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 13 of 18 .2 be written on a Builder's Risk "all-risk" or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, false work, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, water damage, and such other perils or causes of loss as may be specifically required by the Supplementary Conditions; .3 include expenses incurred in the repair or replacement of any insured property; .4 include $100,000 for materials and equipment stored at the Site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application. for Payment recommended by OWNER; Li75 allow for partial utilization of the Work by OWNER; �� 6 ="include testing and startup; and 7 be maintained in effect until final payment is made. 8 yµrt Such coverage shall not include coverage for loses or dams a caused �� f - 9 9 9 c�by.the-negligent acts or omissions of Contractor or Subcontractors, or for damage to maferlal or equipment while under the control of or stored by Contractor prior to lnsfallation or prior to inclusion of such material or equipment in construction. iContractor shall maintain appropriate insurance for such risks or occurrences 11.3.2 OWNER shall purchase and maintain such boiler and machinery insurance which shall specifically cover such insured objects or additional property insurance as may be required by Laws and Regulations which will include the interests of OWNER, CONTRACTOR, Subcontractors, OWNER's Engineering Consultants, and any other individuals or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. 11.3.3 All the policies of insurance (and the certificates or other evidence thereon required to be purchased and maintained in accordance with Paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions. 11.3.5 If CONTRACTOR requests in writing that other special insurance be included in the property insurance policies provided under Paragraph 5.06, OWNER shall, if possible, include such insurance, and the cost thereof will be charged to CONTRACTOR by appropriate Change Order or Written Amendment. Prior to commencement of the Work at the Site, OWNER shall in writing advise CONTRACTOR whether or not such other insurance has been procured by OWNER. F. Delete section 11.4 in its entirety and add Paragraph 11.4 to read as follows: 11.4.1 The Contractor shall furnish a Performance Bond and Labor and Material Payment Bond from a surety using the form included in the Contract Documents, each in an amount equal to the Contract Price. Cost of such Bonds shall be included in the base bid. Each alternative bid shall include the additional Bond cost. Contractor shall deliver the required Bonds to the Owner prior to the signing of the Agreement. .1 The Performance, Labor and Material Bond shall be executed in conformity with the American Institute of Architect's Document A-312 (1984 Edition), with coverage provided by a surety having a financial rating from A.M. Best of A, Vll or higher. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 14 of 18 .2 Whenever the Contractor shall be and is declared by the Owner to be in default under the Contract, the Surety and Contractor are each responsible to make full payment to the Owner for any and all additional services of the Architect as defined in the Owner/Architect Agreement which are required as a result of the Contractor's default and in protecting the Owner's right under the agreement with the Contractor to remedy the Contractor's default or honor the terms of the Performance Bond. .3 These Bonds shall be maintained by the Contractor and shall remain in full force and effect until final acceptance of the Work by the Owner. The Contractor agrees and will cause the Surety to agree to be bound by each and every provision of all the Contract Documents. .4 The Surety shall give written notice to Owner, within seven (7) days after receipt of a declaration of default, of the Surety's election either to remedy the default or defaults promptly or to perform the work promptly or to pay to Owner the penal sum of the bond, time being of the essence. In said notice of election, the Surety i.r: shall indicate the date on which the remedy or performance will commence, and it ,Cr) shall1hen be the duty of the Surety to give prompt notice in writing to Owner . =rmm diately upon completion of (a) the remedy and/or correction of each default, (b) �theremedy and/or correction of each omitted item of work, (c) the furnishing of each omi#fed item of work, and (d) the performance of the work. The Surety shall not K .... c•�assertwsolvency. of its Principal or its Principal's denial of default as justification for its 44ailurejo promptly remedy the default or defaults or perform the work. :5 :7he Principal and Surety further agree as part of this obligation to pay all such ':. C.r.„J amages of any kind to person or property that may result from a failure in any respect to perform and complete the Work including, but not limited to, all repair and replacement costs necessary to rectify construction error, architectural and engineering costs and fees, all consultant fees, all testing and laboratory fees, and all legal fees and litigation costs incurred by the Owner. .6 The Surety agrees that other than as is provided in the Bond it may not demand of the Owner that the Owner shall (a) perform any thing or act, (b) give any notice, (c) furnish any clerical assistance, (d) render any service, (e) furnish any papers or documents, or (0 take any other action of any nature or description which is not required of the Owner to be done under the Contract Documents. 11.4.2 Surety shall be satisfactory to the Owner and shall be authorized to do business in the state of Iowa. 1.13 ARTICLE 13 - MISCELLANEOUS PROVISIONS A. Change Paragraph 13.1 to read as follows: 13.1 The Contract shall be governed by the laws of the State of Iowa of the place where the Project is located except that, if the parties have selected arbitration as the method of binding dispute resolution, the Federal Arbitration Act shall govern Section 15.4. B. Change Paragraph 13.3.1 to read as follows: 13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual, to a member of the firm or entity or to an officer of the corporation for which it was intended, or if dle-livered- at of sent by registered or certified mail to the last business address known to the party giving notice. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 15 of 18 C. Change Paragraph 13.5.1 to read as follows: 13.5.1 Tests, inspections and approvals of portions of the Work shall be made as required by the Contract Documents and by applicable laws, statutes, ordinances, codes, rules, and regulations or lawful orders of public authorities. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect and Owner timely notice of when and where tests and inspections are to be made so the Architect and Owner may observe such procedures. The Owner shall bear costs of 1) tests, inspections or approvals that do not become requirements until after bids are received or negotiations concluded and 2) tests, inspections or approvals where building codes or applicable laws or regulations prohibit the Owner from delegating their cost to the Contractor. Copies of all reports, data and other documents related to tests, inspections and approvals shall be provided to the Architect as soon as practicable. D. Delete Paragraphs 13.7. E. Add the following Section 13.8: �13.8 The Contractor shall maintain policies of employment as follows: The Contractor and the Contractor's subcontractors shall not discriminate " against any employee or applicant for employment because of race, religion, color, " s 1ti sex, age, disability, or national origin or otherwise as may be required by local or state ordinance. The Contractor shall take affirmative action to insure that applicants o are 0, ployed, and that employees are treated during employment without regard to �their race, religion, color, sex, age, disability or national origin or otherwise as may be tj required by local or state ordinance. Such action shall include, but not be limited to, the=following: employment, upgrading, demotion or transfer; recruitment or C recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the policies of non-discrimination. .2 The Contractor and the Contractor's subcontractors shall, in all solicitations or advertisements for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex, age, disability or national origin or otherwise as may be required by local or state ordinance. F. Add the following Section 13.9: 13.9 The Contractor shall maintain CONTRACT COMPLIANCE PROGRAM (ANTI DISCRIMINATION REQUIREMENTS) forall contracts of$25,000 ormore, the Contractorshall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC-1. 1.14 ARTICLE 14 - TERMINATION OR SUSPENSION OF THE CONTRACT A. Add the following Paragraph 14.2.1.5: .5 fails or refuses to provide insurance or proof of insurance as required by the Contract Documents. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 16 of 18 B. Change Paragraph 14.2.4 to read as follows: 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Architect's services and expenses made necessary thereby, and other damages incurred by the Owner and not expressly waived, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by the Initial Decision Maker, upon application, and this obligation for payment shall survive termination of the Contract. The Contractor shall bear all testing, engineering, accounting, and legal expenses made necessary as a result of termination of the Contract. 1.15 ARTICLE 15 -CLAIMS AND DISPUTES A. Change Paragraphs 15.1.1 through 15.1.3 to read as follows: 15.1.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of right, payment of money, or other similar relief with respect to the administration teFms of the Contract during the performance of the Work. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract. The responsibility to substantiate Claims shall rest with the party making the Claim. Nothing in this Article is intended to limit claims by the Owner related to the performance of or quality of the Work. 15.1.2 Notice of Claims. Claims by either the Owner or Contractor must be initiated by written cnotice to the other party and to the Initial Decision Maker with a copy sent to the Architect if the /architect is not serving as the Initial Decision Maker. Claims by either party must be initiated within 21 days after occurrence of the event giving rise to such Claim or within 21 day -after the claimant first recognizes the condition giving rise to the Claim, whichever is lain additional Claim relating to the same subject matter made after the initial Claim `Y.) h6scbven implemented by Change Order will not be considered and is deemed waived 65 by the Contractor. uRless omitted in a timely manner. 15.1-t Continuing Contract Performance. Pending final resolution of a Claim, except as C" otherwise agreed in writing or as provided in Section 9.7 and Article 14, the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments forsums not in dispute in accordance with the Contract Documents. The Architect will prepare Change Orders and issue Certificates for Payment in accordance with the decisions of the Initial Decision Maker. B. Change Paragraph 15.2.5 to read as follows: 15.2.5 The Initial Decision Maker will render an initial decision approving or rejecting the claim or indicating the Initial Decision Maker is unable to resolve the claim. This initial decision shall 1) be in writing, 2) state the reasons therefore, and 3) notify the parties and the Architect, if the Architect is not serving as the Initial Decision Maker, of any change in the Contract Sum or Contract Time or both. bii!diR9 dispute resolution aFbitFatieR C. Delete Paragraphs 15.2.6 and 15.2.6.1 in their entirety. D. Delete Section 15.3 MEDIATION in its entirety. E. Delete Section 15.4 ARBITRATION in its entirety. 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 17 of 18 F. Add the following Paragraph 15.5 to read as follows: 15.5 The Owner and Contractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. Disputes shall be resolved by legal or equitable proceedings in a court of appropriate jurisdiction. Under no circumstances shall binding arbitration be required as to any dispute arising between the parties or under the Contract Documents. r .. r) �' - 2025 Parking Garages Maintenance and Repair 00 73 00 — Page 18 of 18 03 01 00 CONCRETE RESTORATION AND CLEANING PART 1 GENERAL 1.1 SECTION INCLUDES A. Furnishing of all labor, material, equipment, supervision, ,and incidentals as necessary to perform the restoration to the concrete surfaces as shown on the Drawings and specified herein. B. Location The Contractor shall be responsible for exact size and precise location of all necessary repairs. Approximate size and location are shown on the Drawings. The contractor is responsible for sounding concrete to determine location of saw cuts to repair entire damaged area. Coordinate with Design professional if there are any discrepancies. 1.2 QUALITY ASSURANCE A. Qualification of Manufacturer 1. Products used in the work of this section shall be produced by manufacturers regularly engaged in manufacturer of similar items and with a history of successful production acceptable to the Design Professional. B. Qualification of Workmen 1. The superintendent shall have a minimum of 5 years experience working with all repairs on the project. The superintendent must supervise his employees for proper performance of the work. If the work is found to be unsatisfactory, the superintendent and associated employees may be subject to dismissal from the project. 2. Use skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work. y� .:.3 -,-In acceptance or rejection of the work, the Design Professional will make no allowance for Z-, lack of skill on the part of the workmen. C Owne`r�s Representative Observations 1 The Owner's Representative intends to review prepared areas for suitable preparation prior to CM installing any patch material. The Contractor shall, therefore, coordinate his patching efforts with the Owner's Representative. .2. Areas not meeting the Owner's Representative's satisfactory review shall be further prepared. i.3 SUBMITTALS A. Submit Product Data for: Polymer mortar 2. Admixture agents 3. Concrete cleaner 4. Epoxy primer 2025 Parking Garages Maintenance and Repair 03 01 00 — Page 1 of 6 1.4 DELIVERY, STORAGE AND HANDLING A. All materials shall be delivered to the job site and stored in the manufacturer's sealed, undamaged containers. Each container shall be identified with material name, date of manufacture, and lot number. Storage shall be as recommended by the manufacturer for preventing damage. 1.5 PROJECT CONDITIONS A. Environmental Conditions: The Contractor shall install the materials only when all of the following criteria can be met, or as otherwise recommended by the product manufacturer: 1. Surface receiving material shall be dry or damp (epoxy application). 2. Substrate surface temperature is above 50OF and lower than 110°F during and seven days after completion of work. B. Safety Requirements 1. Open fires and spark producing equipment shall not be in the application area until vapors have dissipated. 2. Post No Smoking signs in area during and for at least eight hours following application period. 3. Strictly adhere to special requirements of manufacturer as modified by applicable rules and regulations of local, state, and Federal authorities having jurisdiction. 1.6 MEASUREMENT A. The unit concrete repair quantities shall be measured by the contractor. The contractor shall notify the Design Professional should the quantities vary from the estimates provided for bid purposes. The contractor shall in no case exceed 10% of the bid quantity estimate, per repair location, without appjoval from the Design Professional. CI-) PART 2 PRODUQ_TS 2.1 IVIATER14S A ment l, - le All cement used in the patching mixtures shall meet the requirements of ASTM C150, Type I. B. �, ggregates C' 1. Aggregates used in the concrete and shotcrete mixtures shall be clean sharp concrete mix (3/8-inch maximum) sand with no dust and shall meet the requirements of ASTM C33. 2. The source of the aggregate shall be subject to the approval of the Design Professional. C. Admixtures 1. Water Reducing Admixture shall conform to the requirements of ASTM C494 and shall be used strictly in accordance with the manufacturer's recommendations. D. Manufactured Polymer -Modified Mortar: Shall be premanufactured, cementitious repair compounds. The following or approved substitutes shall be used: 1. Horizontal Applications - depths <_ 3/4" a. Sikaq'uick 1000 by Sika Corporation (< 2"). b. Duraltop Flowable Mortar by The Euclid Chemical Company. 2. Horizontal Applications - depths > 1" a. Sikacrete 100 Cl or Sikacrete 421 Cl Rapid by Sika Corporation. 2025 Parking Garages Maintenance and Repair 03 01 00 — Page 2 of 6 b. Eucocrete Supreme by The Euclid Chemical Company. 3. Vertical/Overhead Applications a. SikaEmaco 425 Gel Patch by Sika Corporation. b. SikaQuick VOH by Sika Corporation. 30 C. Speed Crete PM by The Euclid Chemical Company. E. Accessories ^ 11 1. Reinforcing bars shall conform to ASTM 615, grade 60. 2. Reinforcement epoxy primer, Sikagard P 8100 AP by Sika Corporation, Sika Armatec 110 EpoCem by Sika Corporation, or approved equivalent. F. Concrete Cleaner 1. Heavy Duty Restoration Cleaner by Prosoco, OneRestore by EaCo Chem, Inc., or approved equivalent. 2.2 PATCHING MATERIALS A. General 1. Shallow spalls (3/4-inch average or less) shall be repaired with the following material with color and texture to match adjacent surface: a. Manufactured Polymer Modified Mortar. 2. Deep spalls (greater than 3/4-inch average depth) shall be repaired by either of the following methods with color and texture to match adjacent surface: a. Shotcrete bonded with slurry coat. b. Manufactured polymer mortar extended with supplier specified aggregate. 3. Full depth spalls shall be repaired by the following method with color and texture to match adjacent surface: a. Concrete mixture. 4. Grout pockets shall be replaced with a high-performance non -shrink grout. B. Polymer Mortar 1. Mix dry component to liquid component per manufacturer's recommendations. C. Concrete Mixture (full depth) 1. Compressive Strength: 4000 psi 2. Aggregates: 3/4" maximum 3. Entrained Air Content: 6% ± 1/2% 4. Slump: 2" to 3" 2.3 EQUIPMENT A. General 1. It is the Contractor's responsibility to determine and use the equipment necessary for performing the work covered by this section. 2025 Parking Garages Maintenance and Repair 03 01 00 — Page 3 of 6 PART 3 i 3,1 EXECUTION-, ,k TYPICAL.SPAL""LED AND DAMAGED CONCRETE REPAIR PROCEDURE A. Gene(ah?' beprocedure given below is general and may vary slightly for each individual repair. .�? fix_emoval exact dimensions of the spall and damaged concrete repairs will be determined in the .= field by the Contractor and reviewed by the Design Professional at the time of construction. 2. For top surfaces of slabs, the Contractor will outline the area of spalled concrete to be removed by making a sawcut around the perimeter of the spalled area. Depth of sawcut per patch manufacturers' specifications (1/2" minimum). Corners of cuts shall be approximately 90-degree angles. 3. All loose and unsound concrete shall be removed with pneumatic jackhammers. 4. If sound concrete is reached before exposing more than 50% of the reinforcing steel, the removal shall be continued to a depth that will allow 3/4 of the reinforcing steel to be exposed. 5. If rusting of the reinforcing steel is evident, removal shall continue until the entire bar(s) has a clear distance exposure of 3/4" all around or as required to permit proper cleaning of the reinforcing. C. Surface Preparation 1. All rusted reinforcement shall have loose corrosion removed and corrosion converter applied. Rust -stained concrete shall be cleaned. 2. The cavity shall then be blown clean with compressed air to assure that all loose particles have been removed. 3. Reinforcing bars which have lost more than 30% of their area due to corrosion shall be lap spliced with new reinforcement of the same size as the original bar. New reinforcement shall lap at least 30 bar diameters into good existing reinforcement. 4. Install new reinforcing bars and/or welded wire fabric in accordance with procedures given on the Drawings for each repair item. 5. The prepared cavity shall be inspected and approved by the Design Professional prior to placing any bonding agent or patch material. D. Installation 1. Polymer Mortar a. Use the liquid component as a priming material applied directly to the prepared concrete substrate. Apply at a rate recommended by the manufacturer. b. Immediately fill the void with polymer mortar specified above and compact into place. 2. Concrete Mixture a. Use neat cement as a priming material applied directly to the prepared concrete substrate. b. Fill the void with concrete mixture and compact into place. E. Finish 1. The surface shall be leveled to true, straight lines with screed or wood float. Patches finished higher than existing material will not be accepted. 2025 Parking Garages Maintenance and Repair 03 01 00 — Page 4 of 6 2. The surface finish shall be brushed and/or sponged as required to match the texture of existing adjacent surfaces as close as possible. F. Curing 1. Maintain the concrete mixture in a dampened condition for at least two (2) days after placing by covering with burlap and keeping moist or as otherwise approved by the design professional. 2. Protect the patches from traffic and other damage. G. Over -banding 1. Over -band the finished and cured patches or joints as called for on the Drawings with the waterproofing membrane waterproofing specified for the facility. 2. Rate of application shall be as specified in Section 07 1200 and subject to all manufacturers requirements. 3.2 CONCRETE CRACK REPAIR A. Location 1. The exact dimensions of the crack repair shall be determined in the field by the contractor and reviewed by the design professional at the time of construction. B. Preparation 1. Route all random cracks to a depth of 1/2-inch and width of 1/2-inch. Refer to detail on Drawings. 2. Sandblast the routed cracks and clean 3 inches on each side of the cracks. 3. Blow clean with compressed air. 4. If concrete deterioration exceeds the dimensions indicated above, remove all unsound concrete, and rebuild the top surface to the dimensions indicated above utilizing the spall repair procedures noted previously. 5. If backer rod is required, use closed cell polyethylene per manufacturer instructions. C. Installation 1. Fill the cracks with sealant in a manner recommended by the manufacturer of the sealant used on the job. Use a primer material prior to installing the sealant if recommended by the manufacturer of the sealant. 3.3 CONTROL JOINT SEALANT REPAIR PROCEDURE A. Location 1. The exact locations of repair will be determined in the field by the contractor and reviewed by the design professional at the time of construction. B. Preparation , .,.... f.y, Y 1. Remove existing sealant, if any, per manufacturer's specifications ' 2. All loose and unsound concrete shall be removed with pneumatic obls 3. Sandblast the face of exposed joint. ,ry c) 4. Repair broken weld ties see detail. w 5. The prepared joint shall be inspected and approved by the Design Professional prior to placing any bonding agent or sealant material. cc_; 2025 Parking Garages Maintenance and Repair 0301 00 — Page 5 of 6 C. Installation Repair all concrete spalled areas utilizing the spall repair procedures. Place sealant in a manner recommended by the manufacturer and as required on Drawings. Use a primer material prior to installing the sealant if recommended by the manufacturer of the sealant. 3. Allow sealant to cure, as recommended by manufacturer, prior to allowing traffic over the joint. DO NOT APPLY sand to joint material. 4. Apply waterproofing membrane over joint as required on Drawings. END OF SECTION 2025 Parking Garages Maintenance and Repair 03 01 00 — Page 6 of 6 07 12 00 ELASTOMERIC TRAFFIC -BEARING MEMBRANE SYSTEM PART 1 GENERAL 1.1 SECTION INCLUDES A. Elastomeric traffic -bearing membrane system that will be used to apply new system at locations shown on the Drawings. B. Epoxy coating system that will be used at stair tread locations shown on the Drawings. 1.2 SUBMITTALS A. Elastomeric traffic -bearing membrane system: manufacturer's literature for all products furnished including complete printed application instructions, system data sheet, individual product data sheets, required mil thickness of each coat, and color chart. Literature shall come from manufacturer website to ensure it is the current version. B. Elastomeric traffic -bearing membrane system: Completed installation shall be guaranteed jointly and severally, on a single document, by manufacturer and applicator against defects of:fnaterials and workmanship for a period of five (5) years, beginning with date of substantial completion of the deck coating system. C. Epoxy Filler: manufacturer's literature for all products furnished including gpynplete,printeoapplication instructions, product data sheets, required mil thickness of each coat, andm.U.rrentlb-%Ior chart. Literature shall come from manufacturer website to ensure it is the current. Version 1.3 QUALITY ASSURANCE A. Qualification of Applicator 1. The Contracting Firm shall be approved by the manufacturer and shall have performed this type of work for a minimum period of five (5) years. The Field Applicator performing and supervising the work shall also have a minimum of five years experience with this type of Work. B. Qualification of Coatings 1. Products used in the work of this section shall be produced by manufacturers regularly engaged in manufacturer of similar items and with a history of successful production. 2. The waterproofing system shall be one of the systems specified in this section or shall be an equivalent system approved by the Owner's Representative. C. Qualification of Workmen 1. Use skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work. 2. In acceptance or rejection of the work, no allowance will be made for lack of skill on the part of workmen. 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver materials to job site in sealed, undamaged containers. Each container shall be identified with material name, date of manufacturer and lot number. 2025 Parking Garages Maintenance and Repair 07 12 00 — Page 1 of 4 1.5 PROJECT/SITE CONDITIONS A. General: Install deck coating materials in strict accordance with all safety and weather conditions required by manufacturer's product literature or as modified by applicable rules and regulations of local, state, and federal authorities having jurisdiction. B. Environmental Conditions: The Contractor shall install the coating materials only when all the following criteria can be met: 1. Surfaces receiving material shall be dry. 2. Substrate surface temperatures are above 40OF and lower than 110°F. 3. Positive ventilation for interior applications can be continuously supplied throughout the application period and eight hours after. 1.7 MOCK-UP A. A mock-up shall be provided for the purpose of color and aggregate selection. The waterproofing membrane system(s) shall be installed on 2' x 2' x 3/4" plywood according to the manufacturer's application instructions. Owner to select the desired color and aggregate combination. PART 2 PRODUCTS 2.1 TRAFFIC -BEARING MEMBRANE SYSTEM A. Acceptable coating system manufacturers include those listed below, or equivalent substitutes approved in advance of bidding by the Owner's representative. All work shall be completed in strict accordance with the manufacturer's written instructions and specifications. In addition, the system's applicator shall be licensed or approved by the material manufacturer. The finished product color shall be approved by owner prior to application. Thickness requirements are listed in 3.2.13 of this section. All intermediate coats and topcoats shall be aliphatic (UV stable). 1. "Sikalastic 720/745 by Sika Corporation a. New Membrane - 720/745 AL/745 AL Heavy Vehicular Traffic — Se,ed and Backroll System Y r ; b. Recoat Membrane - 745 AL/745 AL Heavy Vehicular Trapp Seed and Backroll System a ' 2. Vulkem 350NF/951 NF/951 NF by Tremco a. New Membrane — 350NF/951 NF/951 NF/951 NF T b. Recoat Membrane — 951 NF/951 NF/951 NF 73 _ 4. Neogard Auto -Gard FC by Hempel a. New Membrane — FC7500/FC7960- FC7530/FC7963- FC7530/r'C7963- FC7530/FC7963 b. Recoat Membrane — FC7530/FC7963- FC7530/FC7963- FC7530/FC7963 5. Approved equivalent. B. Substitute systems shall, in general, meet or exceed the published performance criteria of the specified systems. The following minimum information shall be submitted by the manufacturer of a substitute system for consideration of approval. 1. Manufacturer and manufacturer's brand name of the proposed waterproofing system. 2. Number of years manufacturer has actively produced waterproofing products (minimum acceptable period shall be five years). 3. A prepared sample of the proposed waterproofing system including standard color chart for possible Owner selection. 2025 Parking Garages Maintenance and Repair 07 12 00 — Page 2 of 4 4. Intended use and limitations of the proposed waterproofing system. 5. Indicate the following minimum properties including the American bif nd4Testing„Materials procedures when applicable for determining the property values: f a. Tensile strength r' b. Elongation lr - �r. t C. Moisture vapor transmission d. Abrasion resistance e. Hardness f. Chemical resistance g. Weathering resistance h. Fire resistance 6. Names of approved or license applicators if applicable. 7. Manufacturer's published installation specifications for the waterproofing system including, but not limited to, the following items: a. Product handling b. Environmental conditions C. Surface preparation d. Recommended details at cracks, joints and interface of vertical surfaces. e. Application procedures including number of coats and thickness of each coat. 2.2 RELATED MATERIALS A. Epoxy/Sand Filler — products may include Kelmar RC with sand, Sikalastic-350 with sand, Sikadur 22 with sand, or approved equal. Extend product with sand according to manufacturer instructions. Prepare surface per manufacturer instruction to build up the parking deck surface Apply waterproofing membrane as topcoat. See Drawings for more information. B. Epoxy Primer products may include Sikalastic-350, Sikadur-22 Lo-Mod, or approved equivalent. See Drawings for more information. C. Rust Converter: products may include POR-15, Corroseal by Rodda, or approved equivalent. See Drawings for more information. D. Aggregate for traffic -bearing waterproofing membrane system: 24 mesh silicon carbide or 16/30 silica sand as approved by manufacturer. E. Cleaning Agents: Toluene, Trichloroethane or Xylene. PART 3 EXECUTION 3.1 PREPARATION OF SURFACE A. General 1. Protect areas to be left in place by covering or other suitable means subject to approval. 2. Joints and cracks shall be prepared. 3. Spalled areas shall be repaired. 2025 Parking Garages Maintenance and Repair 07 12 00 — Page 3 of 4 4. Remove oil and grease spots with a commercial grade, alkaline cleaner. TP.i9roughly rinse and dry the surface. 5. Remove delaminated areas of existing membrane and install full syster6as*scribed in Drawings.;,..: 6. Provide adequate bonding surface by shot blasting or water blasting 7. Thoroughly sweep, blow off, or vacuum all surfaces prior to coating.CIO 8. Patch materials shall be adequately cured prior to applying coating. 9. Spalls shall also be cleaned as necessary. B. Test Concrete surfaces shall be visibly dry and pass a four-hour rubber mat test (no condensation) prior to application of coating system. Mat shall be taped to deck on all edges. 3.2 COATING APPLICATION A. Equipment and Materials Application shall be in accordance with manufacturer's printed instructions using equipment and methods as specified by the manufacturer. B. The traffic system listed in Part 2 shall be installed in accordance with the following schedule unless otherwise recommended by the manufacturer. Traffic Bearing Waterproofing System a. New systems shall consist of a primer (if required by manufacturer), base coat, intermediate coat and topcoat totaling 49-mil dry film thickness (dft) minimum. Note that dry film thickness (dry mils) = wet film thickness (wet mils) x % solids. b. Recoat systems shall consist of a primer (if required by manufacturer), intermediate coat and topcoat totaling 29-mil dry film thickness (dft) minimum. Note that dry film thickness (dry mils) = wet film thickness (wet mils) x % solids. C. Workmanship - Form neat lines at points of coating termination by installing straight masking tape lines prior to applying coating. Remove tape after coating has cured. 2. Apply coating in a uniform manner free of runs and drips as much as possible. 3.3 CLEANING A. The Contractor shall clean stains from adjacent surfaces with toluene, trichloroethane, xylene, commercial tar remover, or as recommended by coating manufacturer. Also, remove foreign matter from finished coating surfaces. 3.4 PROTECTION OF THE SURFACE A. The Contractor shall protect the waterproofing membrane surface from all traffic and damage during the curing period of the membrane. The Contractor shall repair, at his expense, all portions of the membrane which are damaged prior to final acceptance of membrane surface. END OF SECTION 2025 Parking Garages Maintenance and Repair 07 12 00 — Page 4 of 4 07 13 00 CONCRETE DECK PENETRATING SEALER SYSTEM PART 1 GENERAL 1.1 SCOPE OF WORK A. The work covered under this section consists of furnishing all labor, materials, equipment, supervision, and incidentals as required for applying a penetrating sealer system on horizontal concrete deck surfaces. 1.2 QUALITY ASSURANCE A. Qualification of Applicator P_... I D 1. The applicator shall be approved by the manufacturer and shall hay ,performed tfhis type of work for a minimum period of five years. B. Qualification of Penetrating Sealer System 1. The sealer system shall be the system specified in this section or shall be an equivalent system approved by the Owner's Representative. C. Qualification of Workers 1. Use skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work. 2. In acceptance or rejection of the work, the Owner's Representative will make no allowance for lack of skill on the part of the workers. 1.3 SUBMITTALS A. Submit manufacturer's specifications, installation instructions, and general recommendations for each material required. Include data indicating that materials comply with requirements. B. Completed installation shall be warrantied jointly and severally, on a single document, by manufacturer and applicator against defects of materials and workmanship for a period of five (5) years, beginning at date of substantial completion. 1.4 PRODUCT DELIVERY AND STORAGE A. Deliver materials to job site in sealed, undamaged containers. Each container shall be identified with material name, date of manufacture, and lot number. Storage shall be as recommended by the manufacturer for preventing damage. 1.5 JOB CONDITIONS A. General Conditions 1. Install deck sealing materials in strict accordance with all safety and weather conditions required by manufacturer's product literature or as modified by applicable rules and regulations of local, state, and Federal authorities having jurisdiction. Proceed with work only after concrete has cured for a minimum of 28 days. B. Specific Conditions 1. Surface, air, and materials shall not be lower than 20°F or greater than 100°F during application. 2. Weather shall be clear and there shall be no precipitation or high winds during and after application for a two-hour period. 2025 Parking Garages Maintenance and Repair 07 13 00 — Page 1 of 4 3. Areas not subject to natural ventilation shall have positive ventilation provided throughout the application. 4. Surface shall be thoroughly cleaned by shot blasting prior to application. Water blasting is permitted only where shot blasting is not possible, such as in tight areas or adjacent to walls and columns. 5. Personnel shall be warned against prolonged breathing of vapors and contact of materials with skin or eyes. 6. Control joint sealant should be fully cured prior to application. 7. Pavement markings should be installed after the deck is shot -blasted, but prior to the installation of the sealer, and should be cured. The contractor is responsible for testing the effects of the sealer on other products before applying over a widespread area. 8. Keep products away from heat, sparks, or flame. Do not allow use of spark producing equipment such as switches, appliances, etc. during application and until vapors are gone. Post "No Smoking" signs. 9. Protect other surfaces during application. Use drop cloths or masking, if required. 1.6 WARRANTY A. Completed installation shall be warrantied jointly and severally, on a single document, by manufacturer and, applicator against defects of materials and workmanship against moisture penetration through a structurally sound surface and against spalling of the concrete due to chloride ion salt damage or freeze -thaw damage. The warranty shall be in effective for a period of five (5) years, beginning at date of substantial completion. 1.7 MOCK-UP A. A mock-up shall be provided. The penetrating sealer system shall be installed in a 3 ft x 3 ft square area on a concrete parking deck surface according to the manufacturer's application instructions. Rilem tube testing shall be performed per industry standard test procedures and with the manufacturer representative and design professional present. Tests will be performed before and after the application for the purpose of comparison. PART 2 PRODUCTS 2.1 CONCRETE DECK PENETRATING SEALER A. Acceptable sealing system manufacturers include those listed below, or equivalent substitutes approved by the Owner's Representative. All sealers shall be VOC compliant prg acts. Only solvent or mineral spirit -based product shall be allowed (water -based materials Will:'pot b llowed). All work shall be completed in strict accordance with the manufacturer's written in�ftuetionsland specifications. In addition, the system's application shall be approved by the material manufacturer. w C ,,, CD µ- , 1. Protectosil BHN by Evonik Industries u y is 2. Sikagard.H1000 by Sika Corporation 3. Iso-Flex 618-100 — Corrosion Reducing Sealer by LymTal Internationale (7) 4. Sikagard 705 L by Sika Corporation 5. Baracade Silane 100 C by The Euclid Chemical Company 6. Pentreat 244-100 by W.R. Meadows SealTight B. Substitute sealer systems shall, in general, meet or exceed the published performance criteria specified herein. The following minimum information shall be submitted to the Owner's Representative by the manufacturer of a substitute system for consideration of approval at least seven days prior to receiving bids: 2025 Parking Garages Maintenance and Repair 07 13 00 — Page 2 of 4 1. Manufacturer and manufacturer's brand name of the proposed concrete deck sealer. 2. Number of years the manufacturer has actively produced concrete sealing products (minimum acceptable prior shall be five years). 3. Intended use and limitations of the proposed sealer system. 4. Indicate the following minimum properties including the American Standard Testing Materials procedures when applicable for determining the property values: a. Minimum concrete deck penetration of 1/8-inch. b. Sealer shall pass ASTM C672, Scaling Resistance Test with a rating of 0-1 "No Scaling" after 50 cycles on non -air -entrained concrete. C. National Cooperative Highway Research Program (NCHRP) Report 244. 1) Cube Test: Average weight gain shall be limited to 25% of the weight gain of untreated concrete sample and the chloride content shall be limited to 25% of the net chloride content of untreated concrete sample. d. NCHRP Report 244 Series IV, Southern Climate Test. Average chloride content of the treated sample shall be limited to 5% of the net chloride content of companion - tested untreated sample. e. Skid Resistance Tests (ASTM E303). Sealer shall not appreciably affect the skid resistance of concrete surfaces. 5. Names of approved or licensed applicators if possible. 6. Manufacturer's published application specifications for deck sealer including, but not limited to, the following items: a. Product handling. .,Y b. Environmental conditions. C. Surface penetration. d. Application procedures. - a C.) PART 3 EXECUTION x y 3.1 PREPARATION OF SURFACE A. General r? 1. Surface shall be thoroughly cleaned by shot blasting prior to application. Water blasting is permitted only where shot blasting is not possible, such as in tight areas or adjacent to walls and columns. 3.2 APPLICATION A. The sealer shall be applied in accordance with the manufacturer's recommended application rates. The Contractor shall apply test patches approximately 10' x 10' in two locations prior to applying the entire sealer. The purpose of the test patches will be to determine the most suitable application rate and to provide assurance that the surfaces have been prepared satisfactorily. The Owner's Representative shall be present when the test patches are applied and shall visually review the cured surface prior to allowing the Contractor to proceed with the complete application. 2025 Parking Garages Maintenance and Repair 07 13 00 — Page 3 of 4 B. Comply with manufacturer's instructions, except where more stringent requirements are shown or specified, and except where project conditions require extra precautions or provisions to ensure satisfactory performance of work. C. Start installation of sealer only in presence and with advice of manufacturer's technical representative. D. Mix in accordance with manufacturer's instructions. E. Apply the coat sealer in a single saturating application by "flooding" the surface with material and working into the surface with a medium stiff -bristled push broom or equivalent. Residue, pools, and puddles must be broomed out thoroughly until complete penetration has occurred. Reapply to areas where complete "flooding" and penetration has not occurred. F. Treated surfaces must be protected from rain and other water for a period of not less than two hours after application. G. Treated surfaces must be protected from excessive foot and vehicular traffic for a period of not less than eight hours after application. END OF SECTION CD 2025 Parking Garages Maintenance and Repair 07 13 00 — Page 4 of 4 07 90 00 EXPANSION JOINT SYSTEMS PART 1 GENERAL 1.1 SCOPE OF WORK A. This Specification includes the furnishing of all labor, material and equipment necessary for the installation of the expansion joint system called for on the contract Drawings and as specified herein. B. Location: 1. New expansion joints are to be installed as indicated on the Drawings. r 1.2 QUALITY ASSURANCE A. Qualification of Workers o µ 1. Use skilled workers who are thoroughly trained and experienced inAhe;necq�sary crafts and who are completely familiar with the specified requirements and meth&ds negded for performance of the work. 2. In acceptance or rejection of the work, the Owner's Representative will makeho allowance for lack of skill on the part of workers. B. Qualification of Manufacturers Manufacturers shall have a minimum of five (5) years' experience with replacement of elastomeric expansion joints. The naming of certain manufacturers in the following provisions is intended to establish a standard of quality and is not intended to limit competition between bidders. Other manufacturers or material suppliers who wish to propose their products as equal to this Specification are invited to submit product information with independent physical test property verification to the Design Professional for review and approval a minimum of seven (7) days prior to the bid date. Refer to the Supplemental Conditions for the substitution process. C. Manufacturer's Representative 1. A manufacturer's representative shall come to the site to, inspect the installation of all joints to ensure the Contractor is following the recommended practice. Material shall not be installed until a representative is on site. 1.3 SUBMITTALS A. Installation instructions and product data indicating sealant chemical characteristics, performance criteria, limitations, and color availability. B. Completed installation shall be warrantied jointly and severally, on a single document, by manufacturer and applicator against defects of materials and workmanship for a period of five (5) years, beginning at date of substantial completion. Coverage for installed sealants and accessories shall include failure to achieve airtight or watertight seal, loss of adhesion or cohesion, and color instability. PART 2 PRODUCTS 2.1 GENERAL A. Elastomeric joints specified shall be pre -formed when at all possible. 2.2 EXPANSION JOINT REPLACEMENT MATERIALS 2025 Parking Garages Maintenance and Repair 07 90 00 — Page 1 of 2 A. All products used must be ADA compliant. New expansion joints shall be supplied by one of the following manufacturers: Expansion Joint (winged, neoprene): a. Thermaflex by Emseal. b. Wabocrete ME series by Watson Bowman Acme. C. CR-Series by Erie Metal Specialties. d. Iso-Flex Winged Expansion Joint Sealing System by LymTal. e. Approved equivalent, subject to the approval of the Design Professional. 2. Compression Joint (foam, silicone face): a. Iso-Flex Precom, Type H-SL, by LymTal. b. Seismic Colorseal by Emseal. C. CSS-Series by Erie Metal Specialties. d. Wabo FS Bridge Seal, by Watson Bowman Acme. y: e. Approved equivalent, subject to the approval of the Design Professional. B. All new expansion joints shall be installed using compatible nosing and Primer Vlenals as, produced by the expansion joint manufacturer. ,..., o 2.3 EQUIPMENT A. General: It is the Contractor's responsibility to determine and use the equ±prn nt i "ecessalry for performing the work covered by this section. •• w PART 3 EXECUTION 3.1 EXPANSION JOINT REPLACEMENT A. Preparation 1. Remove existing system. 2. Remove and replace all unsound concrete. Reference Drawings for information regarding blockout patching, which may be incidental to the work item. Protect cars at lower levels from damage. The contractor is responsible for damage to property that is related to the work performed by the contractor. 3. The blockout shall be provided to the manufacturer's specified dimensions. Enlarging the blockout may be required by the manufacturer. Contractor shall use neat sawcut lines and chip concrete out to provide a solid rectangular blockout profile. 4. Sandblast or otherwise clean existing concrete surfaces to remove all contaminants for new joint adhesion. 5. Unpackage the new joint material and set in a relaxed position to relieve temporary set from shipment packaging. 6. Clean all surfaces of the new joint material that are to be bonded with solvent solution. 7. Tape or otherwise protect adjacent deck surfaces to assure a clean, neat, professional installation. B. Installation Do not proceed with joint installation until manufacturer's representative is on site and has inspected the prepared joint. 2. The entire installation shall be made in strict accordance with the manufacturer's written instructions. END OF SECTION 2025 Parking Garages Maintenance and Repair 07 90 00 — Page 2 of 2 07 92 00 JOINT SEALANTS PART 1 GENERAL 1.1 WORK INCLUDES A. Provide caulking and sealant systems for all joints shown on the drawings or as specified herein to provide a positive barrier against passage of air and moisture. 1.2 REFERENCES A. ANSI/ASTM D1056 - Flexible Cellular Materials: Sponge or Expanded Rubber. B. ASTM C834 - Latex Sealing Compounds. C. P FS TT-S-00227 - Sealing Compound: Elastomeric Type, Multi -Component.-? D. FS TT-S-00230 - Sealing Compound: Elastomeric Type, Single Component. r E. FS TT-S-001543 -Sealing Compound: Silicone Rubber Base. w F. SWI (Sealing and Water Proofers Institute) - Sealant and Caulking Guide Specificbtlons. 1.3 SUBMITTALS A. Submit installation instructions and product data indicating sealant chemical characteristics, performance criteria, limitations, and color chart. Owner to select color. B. Completed installation shall be warrantied jointly and severally, on a single document, by manufacturer and applicator against defects of materials and workmanship for a period of five (5) years, beginning at date of substantial completion. Coverage for installed sealants and accessories shall include failure to achieve airtight or watertight seal, loss of adhesion or cohesion, and color instability. 1.4 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum five years documented experience. B. Applicator: Company specializing in applying the work of this Section with minimum five years' experience. C. Conform to Sealant and Water Proofers Institute and manufacturer's requirements for installation. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original unopened packages with manufacturer's labels, instructions, and product identification (and lot) numbers intact and legible. B. Store materials protected from the weather, in original containers or unopened packages, in accordance with manufacturer's instructions. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not install solvent -curing sealants in enclosed building spaces. B. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. 1.7 SEQUENCING AND SCHEDULING A. Coordinate the work of this Section with all sections referencing this Section. 2025 Parking Garages Maintenance and Repair 07 92 00 — Page 1 of 3 PART 2 PRODUCTS f��i�i7�17_1�►[OP►I &fA[el W11]WJ.`FArI• _ ► A. Materials 1. ASTM C920, Type S, Grade NS, Class 25 or 35. 2. U.S. Federal Specification TT S 00230C, Class A, Type II 3. Color to be approved by Owner. B. Products 1. Sikaflex NP 1; Sika 2. Sikaflex 1A; Sika 3. Vulkem 116; Tremcoci --- o 2.2 TWO-PART NON -SAG POLYURETHANE SEALANT A. Materials `-� D 1. ASTM C920, Type M, Grade NS, Class 25 or 50.T. " 2. U.S. Federal Specification TT S 00227E, Class A, Type II •• w 3. Color to be approved by Owner. B. Products 1. Dymeric 240FC; Tremco 2. DynaTred; Pecora 3. Sikaflex NP 2; Sika 4. Sikaflex 2c; Sika 2.3 ACCESSORIES A. Backer Rod: Closed cell polyethylene foam, compatible with sealant, sized and shaped to provide proper compression upon insertion in accordance with manufacturer's recommendations. B. Bond Breaker: Pressure sensitive adhesive polyethylene, Teflon, or polyurethane foam tape. C. Masking Tape: Pressure sensitive adhesive paper tape. 2.4 OTHER MATERIALS A. All other materials not specifically described but required for complete and proper caulking and installation of sealants, shall be first quality of their respective kinds, new, and as selected by the Contractor subject to the approval of the Design Professional. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces and joint openings are ready to receive work and field measurements as shown on drawings and recommended by the manufacturer. B. Beginning of installation means installer accepts existing surfaces. 3.2 PREPARATION A. Clean and prime joints in accordance with manufacturer's instructions. 2025 Parking Garages Maintenance and Repair 07 92 00 — Page 2 of 3 B. Remove loose materials and foreign matter which might impair adhesion of sealant. C. All surfaces in contact with sealant shall be dry, sound, well -brushed, and wiped free from dust. D. Use solvent to remove oil and grease, wiping the surfaces with clean rags. E. Where surfaces have been treated, remove the surface treatment by wire brushing. F. Remove all laitance and mortar from the joint cavity. G. Verify that joint backing and release tapes are compatible with sealant. H. Protect elements surrounding the work of this Section from damage or'disfiguration. 3.3 INSTALLATION A. Install sealant in accordance with manufacturer's instructions. B. Measure joint dimensions and size materials to achieve required width/depth ratios. C. Install joint backing to achieve a neck dimension no greater than 1/2 the joint width, 1/4" minimum depth, 1/2" maximum depth, unless otherwise specifically allowed by sealant manufacturer. Avoid stretching, twisting, or braiding the backer rod. D. Install bond breaker where joint backing is not used. E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. F. Apply sealant under pressure with hand or power -actuated gun. G. Guns shall have nozzle of proper size and shall provide sufficient pressure to completely fill joints as designed. H. Thoroughly and completely mask all joints where the appearance of sealant on adjacent surfaces would be objectionable. I. Install the sealant in strict accordance with the manufacturer's recommendations, thoroughly filling all joints to the recommended depths. J. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. K. Tool joints concave. 3.4 CLEANING AND REPAIRING A. Clean work when complete. r , B. Remove masking tape immediately after joints have been tooled. C. Clean adjacent surfaces free from sealant as the installation progresses.—, D. Use solvent or cleaning agent as recommended by the sealant manufac�tufr y N y E. Repair or replace defaced or disfigured finishes caused by work of this S,ecton. co 3.5 PROTECTION OF FINISHED WORK _' A. Protect finished installation. B. Protect sealants until cured. END OF SECTION 2025 Parking Garages Maintenance and Repair 07 92 00 — Page 3 of 3 09 90 00 PAINTING AND COATING PART 1 -GENERAL 1.1 SUMMARY A. This Section includes surface preparation and application of high-performance coating systems on the following substrates: 1. Structural steel such as stair framing. 1.2 SUBMITTALS A. Product data sheet for each product used. B. Color and finish samples for each product used. Owner to select color and finish. 1.3 QUALITY ASSURANCE A. Master Painters Institute (MPI) Standards: 1. Products: Complying with MPI standards indicated and listed in "MPI Approved Products List." 2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual' for products and coating systems indicated. 1.4 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well -ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F. 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1.5 PROJECT CONDITIONS A. Apply coatings only when temperature of surfaces to be coated and surrounding air temperatures are between 50 and 95 deg F. B. Do not apply coatings in snow, rain, fog, or mist; when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. PART2-PRODUCTS C 2.1 PAINT SYSTEMS A. Paint for metal surfaces, opaque, oil -Based, 2 Coat: 1. Primer: MIL-DTL-24441c Type III Epoxy Zinc Rich Primer by Sherwin Wg1i�ims.; 2. Pro -Industrial Pro-Cryl Universal Primer. W 3. Two Coats, Semi -Gloss or match existing finish: Pro Industrial Acrylic Semi -Gloss. B. Paint for concrete surfaces indicated to be painted: 1. Preparation as specified by manufacturer. 2. Loxon Concrete & Masonry Primer Sealer. 3. Two Coats, Flat or match existing finish: A-100 Exterior Latex. 2025 Parking Garages Maintenance and Repair 09 90 00 — Page 1 of 3 D. Material Compatibility: 1. Provide materials for use within each coating system that are compatible with one another, and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. Provide products of same manufacturer for each coat in a coating system. E. Colors: 1. To match existing surfaces as appropriate. Final selection to be determined by Owner. See Drawings for more information. .a PART 3 - EXECUTION -„ 3.1 EXAMINATION r A. Examine substrates and conditions with Applicator present for compliance wfthr;regL4ements°'for conditions affecting performance of work. 1. Begin coating applicationonly after unsatisfactory conditions have,been cc. cted a'nd surfaces are dry. CIO 2. Coating application indicates acceptance of surfaces and conditions. " 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in WPI Architectural Painting Specification Manual" applicable to substrates indicated. B. Remove plates, machined surfaces, and similar items already in place that are not to be coated. If removal is impractical or impossible because of size or weight of item, provide surface -applied protection before surface preparation and coating. 1. After completing coating operations, reinstall items that were removed; use workers skilled in the trades involved. C. Clean substrates of substances that could impair bond of coatings, including dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers as required to produce coating systems indicated. D. Galvanized -Metal Substrates: 1. Remove paint using commercial chemical cleaners or by blasting with a soft blasting media such as corn cob media or walnut shell media. 2. Remove grease and oil residue from existing galvanized surfaces by using a water-soluble cleaner/degreaser. 3. Test to see that the passivator has been removed by testing a clean dry surface with a copper sulfate solution. If the surface does not turn black, remove the remaining passivator surface using SSPC-SP7 methods. 4. Remove rust on edges of galvanized deck by blasting with soft blasting material. Any remaining rust may be remodeled by sand blasting or wire wheel brush taking care not to damage adjacent galvanized surfaces. E. Existing Steel to be Repainted: Hand tool cleaning removes all loose mill scale, loose rust, and other detrimental foreign matter. It is not intended that adherent mill scale, rust, and paint be removed by this process. Mill scale, rust, and paint are considered adherent if they cannot be removed by lifting with a dull putty knife. Edges of missing or chipped paint shall be sanded smooth and primed prior to 2025 Parking Garages Maintenance and Repair 09 90 00 — Page 2 of 3 paint application. Before hand tool cleaning, remove visible oil, grease, soluble residues, and salts by the methods outlined in SSPC-SP1. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No. 2 (SSPC-SP2). 3.3 APPLICATION A. Apply coatings according to manufacturer's written instructions. Use applicators and techniques suited for coating and substrate indicated. 2. Coat surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, coat surfaces behind permanently fixed equipment or furniture with prime coat only. 3. Coat back sides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. B. If undercoats or other conditions show through final coat, apply additional coats until cured film has a uniform coating finish, color, and appearance. C. Apply coatings to produce surface films without cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections. Produce sharp glass lines and color breaks. 3.4 FIELD QUALITY CONTROL A. Owner reserves the right to invoke the following procedure at any time and as often as Owner deems necessary during the period when coatings are being applied: Owner will engage the services of a qualified testing agency to sample coating material being used. Samples of material delivered to Project site will be taken, identified, sealed, and certified in presence of Contractor. 2. Testing agency will perform tests for compliance with specified requirements. 3. Owner may direct Contractor to stop applying coatings if test results show materials being used do not comply with specified requirements. Contractor shall remove noncomplying coating materials from Project site, pay for testing, and recoat surfaces coated with rejected materials. Contractor will be required to remove rejected materials from previously coated surfaces if, on recoating with complying materials, the two coatings are incompatible. 3.5 CLEANING AND PROTECTION A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B. After completing coating application, clean spattered surfaces. Remove spattered coatings by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. C. Protect work of other trades against damage from coating operation. Correct damage by cleaning, repairing, replacing, and recoating, as approved by Owner's Representative, and leave in an undamaged condition. D. At completion of construction activities of other trades, touch up and restore damaged or defaced coated surfaces. ; END OF SECTION 2025 Parking Garages Maintenance and Repair 09 90 00 — Page 3 of 3 32 17 23 PAVEMENT MARKINGS PART 1 GENERAL 1.1 SECTION INCLUDES A. Pavement markings for Portland cement concrete pavements for: 1. Parking stalls. B. Preformed polymer markings for Portland cement concrete pavements. 1.2 SUBMITTALS A. Product Data and installation instructions. PART 2 PRODUCTS 2.1 TEMPORARY PAVEMENT MARKING MATERIALS (NOT USED) A. Temporary traffic lane marking paint with chlorinated rubber base. B. Factory mixed, quick drying and non -bleeding, conform with Iowa DOT Standard Specification Section 4183 for Fast -Dry Waterborne Traffic Paint. C. Color: As specified on the Plans or as directed by the Owner's Representative. D. Reflectorized Spheres: 1. Spheres are not required for parking stall striping. ;r 2.2 PERMANENT PAINTED PAVEMENT MARKING MATERIALS - UI PARKING '. A. Two coats of parking stall marking paint with chlorinated rubber basek� B. Factory mixed, quick drying and non -bleeding, conform with Iowa DOTatnda d Specification Section 4183 for Fast -Dry Waterborne Traffic Paint. , ,l C. Color: As specified on the Plans or as directed by the Owner's Represenfativ: PART 3 EXECUTION 3.1 CLEANING A. All existing striping for parking stalls and other markings in the ramp shall be ground off. Architectural color bands will be prepared by using power washer or small bead blaster (<2'-0" wide). B. Sweep surface with power broom supplemented by hand brooms to remove loose materials and dirt. C. Power wash pavement surface after sweeping. D. Do not begin marking pavement until timing and layout are acceptable to Owner's Representative. See Grind and Restripe Parking Stalls Detail for more information. No markings shall be applied until adequate cure time has been obtained for the slab, sealer, or membrane. 3.2 MARKING ASPHALT OR P.C. CONCRETE PAVEMENT WITH PAINT A. Apply paint with mechanical equipment: 1. Lines shall be 6 in. (150mm) wide or at the width designated on the Plans. The locations and lengths are shown on the Plans. 2. Provide uniform straight edges. 3. Not less than two separate coats shall be applied in accordance with manufacturer's recommended rates. 2025 Parking Garages Maintenance and Repair 32 17 23 — Page 1 of 2 3.3 PROTECTION A. Barricade newly painted surfaces until paint is sufficiently cured to bear traffic without damage. END OF SECTION CD 2025 Parking Garages Maintenance and Repair 32 17 23 — Page 2 of 2 2025 CITY OF IOWA CITY PARKING GARAGESrz MAINTENANCE AND REPAIR PROJECT 1� CITY OF IOWA CITY r30.r.I 1:7 �� t± PROJECT LOCATION MAP cl i_ 1, +Iw YI< �M CERTIFICATIONS } STRUCTURAL ENGINEER U� I HEREBY CERTIFY THAT THIS ENCJNEERING DOCUMENT PEP ED BYMEOR RMY UN F 551O/yq�/i/i�� TNESIA EOFgWAPR ONR ENGNEERUNDER HE AWS may. •,cam -�I • z s T-'�_<aG �1rC -- �v27noza I` , y V ANTONY 1. T = slcNnruRE DAE I- v ALTENHOFEN z = rRwEO OR TYPED NAME TONY ALTENHOFEN U 23470 LICENSENUMBER 23470 j MY LICENSE RENEWAL DATE IS DECEMBER 31, 3(MS ES SH �s coveREo Br Tlns sEAL 0 G AND S SH E olvsx» Q F � W ZO 2 Ya SHEETINDEX SHEET NUMBER SHEET TITLE 13001 COVER G002 GENERAL NOTES AND QUANTITIES G003 DUBUQUE STREET MEMBRANE - PHASE 1 G004 DUBUQUE STREET MEMBRANE - PHASE 2 G005 DUBUQUE STREET MEMBRANE - PHASE3 G006 DUBUQUE STREET SEALER - PHASE 4 S110 DUBUQUE STREET LEVEL B Sill DUBUQUE STREET LEVEL 1 S112 DUBUQUE STREET LEVEL 2 S113 DUBUQUE STREET LEVEL 3 S114 DUBUQUE STREET LEVEL 4 S115 DUBUQUE STREET LEVEL 5 S116 DUBUQUE STREET LEVEL 6 S120 TOWER PLACE GROUND LEVEL 5121 TOWER PLACE LEVEL 2 S122 TOWER PLACE LEVEL 3 5123 TOWER PLACE LEVEL 4 S124 TOWER PLACE LEVEL 5 5125 TOWER PLACE LEVEL 6 S130 CHAUNCEY SWAN LEVEL 2 5131 CHAUNCEY SWAN LEVEL 3 S132 CHAUNCEY SWAN LEVEL 4 S501 DETAILS S502 DETAILS L F W U� Qz Z OLu U pz a O z o z V Lu LL U O C, oN � U GENERAL NOTES 1. MAKE ARRANGEMENTS FOR RESTROOM FACILITIES AS NONE ARE AVAILABLE FOR USE AT THE SITE. 2. CLEANING SHALL BE PERFORMED DAILY AND MORE OFTEN AS NEEDED. PROTECT VEHICLES IN THE RAMP DURING THE COURSE OF THE WORK. AFTER DUST -CREATING WORK IS COMPLETED CONTRACTOR IS RESPONSIBLE FOR CLEANING OF GLASS AND PAINTED SURFACES (SUCH AS DOORS AND PAY BOOTHS) TO RESTORE TO PRE -PROJECT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL ABRASIVES AND OTHER CONSTRUCTION DEBRIS FROM PARKING DECKS. 9. SCHEDULED CLOSURES 9.1. CONTRACTOR SHALL APPLY PENETRATING SEALER OVERNIGHT ON WEEKNIGHTS. DATES AND TIMES SUBJECT TO OWNER APPROVAL. 10. THE FOLLOWING DATES MAY IMPACT WORK. CONTRACTOR SHALL PLAN ACCORDINGLY AND COORDINATE WITH OWNER: 3. PROVIDE ALL MATERIALS, BARRICADES, SIGNS, ETC FOR TRAFFIC CONTROL. ALL VEHICULAR AND PEDESTRIAN CONTROL SIGNAGE SHALL CONFORM TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN AT PRE CONSTRUCTION MEETING, CHANGES TO BE PROVIDED WITH MINIMUM 7DAYS NOTICE, SUBJECT TO OWNER APPROVAL. 4. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES AND CLAIMS MADE BY THE RAMP USERS THAT ARE RELATED TO THE PROJECT. 5. DRIVE LANES MUST BE PROVIDED AT ALL TIMES TO ALLOW NORMAL TRAFFIC FLOW 6. THE FOLLOWING PARKING STALL CLOSURE LIMITS SHALL APPLY: 6.1. DUBUQUE STREET PARKING RAMP (60). 6.2. TOWER PLACE PARKING RAMP (30). 6.3. CHAUNCEY SWAN PARKING RAMP (5). 6.4. CONTRACTOR MAY EXCEED PARKING STALL LIMITS OUTSIDE OF REGULAR WORKING HOURS, WHICH ARE 7:00 AM TO 6:00 PM, MONDAY THROUGH FRIDAY. COORDINATE WITH OWNER PRIOR TO EXCEEDING PARKING STALL LIMITS. ADA STALLS MAY NOT BE TAKEN OUT OF SERVICE UNLESS APPROVED IN ADVANCE BY THE OWNER. STALLS SHALL NOT REMAIN CLOSED UNLESS WORK IS EXPECTED WITHIN 48 HOURS. 7. EQUIPMENT GENERATING LOUD NOISES SHALL NOT BE USED FROM 10:00 PM TO 7:00 AM UNLESS APPROVED BY THE OWNER IN ADVANCE. LIMIT NOISE LEVEL TO 100 DB AT ALL TIMES. PARKING FACILITY ADDRESSES 8.1. DUBUQUE STREET- 220 S DUBUQUE ST, IOWA CITY, IA 52240 8.2. TOWER PLACE -1 S GILBERT ST, IOWA CITY, IA 52240 8.3. CHAUNCEY SWAN - 415 E WASHINGTON ST, IOWA CITY, IA 52240 JANUARY 1, 2025 NEW YEAR'S DAY PARKING FREE WORK MAY BE IMPACTED JANUARY 20, 2025 MLK DAY PARKING FREE WORK MAY BE IMPACTED MARCH 16 - 23, 2025 SPRING BREAK WORK MAY BE IMPACTED APRIL 20, 2025 EASTER PARKING FREE WORK MAY BE IMPACTED MAY 16 -18, 2025 U OF I GRADUATION HIGH DEMAND NO WORK MAY 26, 2025 MEMORIAL DAY PARKING FREE WORK MAY BE IMPACTED JUNE 6 - 8, 2025 ARTS FEST HIGH DEMAND NO WORK JUNE 19, 2025 JUNETEENTH PARKING FREE WORK MAY BE IMPACTED JUNE 28, 2025 BLOCK PARTY HIGH DEMAND NO WORK JULY 4, 2025 INDEPENDENCE DAY HIGH DEMAND NO WORK JULY 4 - 6, 2025 JAZZ FEST HIGH DEMAND NO WORK AUGUST 22 - 24, 2025 U OF I MOVE -IN HIGH DEMAND NO WORK AUGUST 30, 2025 FOOTBALL GAME HIGH DEMAND NO WORK SEPTEMBER 1, 2025 LABOR DAY PARKING FREE WORK MAY BE IMPACTED SEPTEMBER 13, 2025 FOOTBALL GAME HIGH DEMAND NO WORK SEPTEMBER 27, 2025 FOOTBALL GAME HIGH DEMAND NO WORK OCTOBER 11, 2025 FOOTBALL GAME HIGH DEMAND NO WORK OCTOBER 25, 2025 FOOTBALL GAME HIGH DEMAND NO WORK NOVEMBER 1, 2025 FOOTBALL GAME HIGH DEMAND NO WORK NOVEMBER 11, 2025 VETERANS DAY PARKING FREE WORK MAY BE IMPACTED NOVEMBER 27, 2025 THANKSGIVING PARKING FREE WORK MAY BE IMPACTED NOVEMBER 28, 2025 BLACK FRIDAY HIGH DEMAND NO WORK NOVEMBER 29, 2025 SMALL BUS. SAT. HIGH DEMAND NO WORK DECEMBER 24, 2025 CHRISTMAS EVE PARKING FREE WORK MAY BE IMPACTED DECEMBER 25, 2025 CHRISTMAS DAY PARKING FREE WORK MAY BE IMPACTED DECEMBER 31, 2025 NEW YEAR'S EVE PARKING FREE WORK MAY BE IMPACTED PROJECT TOTALS , _= , ITEM DESCRIPTION DETAIL Dubuque Street Ramp Tower Place Ramp Chancey Swan Ramp TOTAL 1 HORIZONTAL SPALL REPAIR 1 S501 / 110 SF / T '� r ',_� 8 �F ,Z 182 SF ,?4'U I 20 VERTICAL/OVERHEAD SPALL REPAIR 2/S501 63 SF 32 SF 95 SF O3 CONCRETE CRACK REPAIR 3/5501 577 LF 577 LF ® SLAB SEALANT REPLACEMENT 4/5501 7248 LF t7•t 1 { ( ) {256',L� 7504 LF OS ANCHOR BOLT REPAIR 5/S501 20 EA 20 EA © EXPANSION JOINT REPLACEMENT 6/5501 208 LF 208 LF O EXPANSION JOINT HEADER REPAIR 7/S501 15 LF 15 LF ® NEW MEMBRANE 8/S501 34649 SF 351 SF 180 SF 35180 SF O RECOAT MEMBRANE 9/S502 12300 SF 12300 SF 10 PENETRATING SEALER 10/S502 30700 SF 30700 SF 11 COMPRESSION JOINT REPLACEMENT 11/S502 206 LF 206 LF 12 REMOVE MEMBRANE 12/S502 640 SF 640 SF 13 PAINTING 13/S502 60 SF 52 SF 112 SF 14 CONCRETE GRINDING 14/5502 32 SF 32 SF 15 DRAIN COVER REPLACEMENT 15/S502 4 EA 4 EA 16 EXPANSION JOINT SEALANT 16/5502 15 LF 15 LF REPLACEMENT 17 EPDXY FILLER 17/S502 40 SF 40 SF 18 SHEAR CONNECTOR REPAIR 18/5502 28 EA 28 EA 19 PAVEMENT MARKINGS 19/S502 120 EA 120 EA > Z uW FZ E 14 w Ur >w m� 2 � zo = z� LA �i w ¢U Ow z0 Y � a� W U ¢z z O W ¢ 0 U ¢ O Oz ¢ O z U H 0 c� n Z Q N U U) co LLI UJ � P: Z J Z Q Na Of = Ci Z 0 (D Q G002 ?� 11 13 1i t5 16 1] 1Q 9 vB. REQUIRED PARKING STALL CLOSURE TO ROUTE TRAFFIC AROUND MEMBRANE APPLICATION AREA 19s 1n- REQUIRED PARKING STALL CLOSURE TO ROUTE TRAFFIC AROUND MEMBRANE APPLICATION AREA 1-, I II I I II 1 I r I II I - lo 1 II II I II PEDESTRIAN TRAFFIC SHALL BE PARTITIONED USING CONES \VI !,T ',!: I II I II I I II II I �^ I AND TAPE OR SIMILAR MEANS I I IIIf a I r 1 I _. " I I II I II II BARRICADES TO BE 6' HIGH CHAIN -LINK FENCE WITH DRAPED MATERIAL SUCH AS PLASTIC SHEETING TO PROTECT PEDESTRIANS DURING SHOT BLASTING. WEIGHTED BASES I I\ WITH SAND BAGS REQUIRED, BRACE AS NEEDED I ;\ I I \ I .. REQUIRED PARKING STALL CLOSURET7 TO ROUTE TRAFFIC AROUND GE14ERI L PARKING LAYOUT SHOWN CONTRACTOR REVIEW LAYOUT A'E SITE ANO CONFIRti tV[ IH OWNER Pf1IGR TOOONPLEi1NG PAVEAIEENT LIAI't KIIJG5 DUBUQUE STREET PHASING PLAN - PHASE 1 - LEVEL 1 5/128" = T-0" I 1 2 3,4! ) P) ( ( 11 0 13 191 15 (16� 11 -9 W 1 c BA IS REQUIRED PARKING STALL CLOSURE TO ROUTE TRAFFIC AROUND MEMBRANE APPLICATION AREA _ „y-0' ,G.9 us• F711 \ \ \ I \ \II \ \II II II II II II II II \\ 1 II II 1 \\ V II II I \ l y \\ I I I II II II 11 1 I' II II II II II NN STR - II I 1 1 II I I 1 II I J I II I I II I ,I� I I II 1 II II II II II BARRICADESI AS PLASTIC I WEIGHTED I 'II \ I II II II II II II II II II II II II SUCH BLASTING. II II II I II II I I I � I 1 II II II II II II II II II 11 II II II 11 I I I I II TO SHEETING BASES II II BE 6' HIGH TO WITH SAND II II CHAIN -LINK PROTECT BAGS II II FENCE PEDESTRIANS REQUIRED, II WITH DRAPED DURING BRACE I II II MATERIAL SHOT AS NEEDED I 1 I II II I I I I II 1 I GEN ERAI PARKING I.AI'O11T CEIOWN OONTRACTcIN REVIEW L.AYOLIT AT SITE ANU CONFIFLI at7fH 01vHF. R PRIGR TO CON�PI.ETIN'G PAVE:LIFNT h,ARKINOS DUBUQUE STREET PHASING PLAN - PHASE 1 - LEVEL B 5/128" = V-0" "=1 B.] w,,,2- n n-, t1 n 5)m I I 3 7 0 ,I 16 17 ,9-9,16' ] BA S a _o-0-=, C" o-o• 1y.5,,,. - REQUIRED PARKING STALL CLOSURE TO ROUTE T-'rTIR AeFFIl!++epFpPUND MEMBRANE APPLICATION AREA `FAY•, 1 / PEDESTRIAN PARTITIONED AND TAPE II TRAFFIC USING OR SIMILAR II SHALL CONES MEANS II BE II } I I 11 1 II 1 II II —' II — 1 II — II — II II - II II II I 1 II II N \1 \II 1 t II 1 II II I I II I II II II Ali II II II I i J f / A I/ BARRICADES TO BE 6' HIGH CHAIN -LINK FENCE WITH DRAPED MATERIAL SUCH AS PLASTIC SHEETING TO PROTECT I PEDESTRIANS DURING SHOT BLASTING. WEIGHTED BASES � I 1 WITH SAND BAGS REQUIRED, BRACE AS NEEDED , I I `I I I I I I I I I I I I I I I I 1 I 1 e n I I II II I II II II II II II II II II I II II II II I I I I I II I II II, I II I / II 11 I II I II II/ I I II I II II II II II II � I II I I L GENERAL PARKING, LAYOUT SHOWN CON] "RAC 'I OR REVIEW LAYOUT AT SITE ANOCONFIRMWITH IWNER NiMk I'O COI,IPLEI TINE PAVEMd NT l3ARKINVS I I DUBUQUE STREET PHASING PLAN - PHASE 1 - LEVEL 2 5/128" = V-0" DUBUQUE STREET ISOMETRIC LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1-" LEVEL B `22 N� A B B.] c PHASES SHALL BE NON -CONCURRENT. PROVIDE PHASING PLAN AND SCHEDULE TO OWNER AND CONFIRM WITH OWNER PRIOR TO CLOSING PARKING STALLS. PARKING DECK AREAS SHALL REMAIN CLOSED UNTIL MEMBRANE OR SEALER IS CURED AND ACCEPTABLE FOR DRIVING PER MANUFACTURER RECOMMENDATIONS. NOTE: THIS PHASING PLAN IS INTENDED FOR USE AT THE DUBUQUE STREET PARKING RAMP ONLY. REFER TO GENERAL NOTES FOR STALL CLOSURE LIMITS AND OTHER REQUIREMENTS RELATED TO TRAFFIC CONTROL. PHASING LEGEND WORK AREA PARKING STALL CLOSURE VEHICULAR TRAFFIC FLOW —o—o—o TRAFFIC CONES BARRICADE C/)w wZ 7) 77) m rn ( i] r , (2) 3' 4 J 5 J n ('/ 7 n 9) 1E 11 t> (13 ,. f5 116 t] J ELEVATOR AND STAIR TOWER ACCESS AT LEVEL 1 TO BE SHUT DOWN. COORDINATE WITH OWNER T T T T T REQUIRED PARKING STALL CLOSURE TO ROUTE TRAFFIC AROUND MEMBRANE APPLICATION AREA @;-0-=1zo-0• Ta.s va• 1 BARRICADES TO BE 6' HIGH CHAIN -LINK FENCE WITH DRAPED MATERIAL SUCH AS PLASTIC SHEETING TO PROTECT PEDESTRIANS DURING SHOT BLASTING. WEIGHTED BASES 71, WITH SAND BAGS REQUIRED, BRACE AS NEEDED 1 1 - 33 _1 i Tf I f I I \ \ 1 V 1 TAPE TRAFFIC USING OR SIMILAR SHALL CONES MEANS BE I dk PEDESTRIAN PARTITIONED AND o_o I I —o I I o—o I _o it 1'II II ..Lii o ll> I \\ II \ 1 I .3�.. /II I 1i. II li! II II II II II II II REQUIRED PARKING STALL CLOSURE TO ROUTE TRAFFIC AROUND MEMBRANE BARRICADES TO BE 6' HIGH CHAIN -LINK FENCE WITH DRAPED MATERIAL SUCH AS PLASTIC SHEETING TO PROTECT PEDESTRIANS DURING SHOT BLASTING. WEIGHTED BASES WITH SAND BAGS DUBUQUE STREET PHASING PLAN - PHASE 2 - LEVEL 1 5/128" = V-0" Ts.s va' BARRICADES TO BE 6' HIGH CHAIN -LINK FENCE WITH DRAPED MATERIAL SUCH AS PLASTIC SHEETING TO PROTECT PEDESTRIANS DURING SHOT BLASTING. WEIGHTED BASES WITH SAND BAGS �r_• REQUIRED, BRACE AS NEEDED ^_"?Tj n r(.T ;, �p T T REQUIRED" PAR (�IS ST�QjLL•C gdSURD ROUTE TRAFFIC AROUND EMBAN� APP1216 ION AREA I I I II II II II 'III II II II II II II II I I I II I II I II � II II I II II I II I II II II I II I I I ^ II II \ _ \ II PEDESTRIAN BE PARTITIONED AND TAPE II TRAFFIC USING OR SIMILAR II SHALL CONES MEANS II I 1\ II I / / II II I/ 1 / II / / ° ) I' I I 1jV\ II II II II II IIN II I IN Il II � I II` II II II tI V I I�` II � I II II I II I ` II II II II II' II II II II II � II I REQUIRED PARKING STALL CLOSURE TO ROUTE TRAFFIC AROUND MEMBRANE APPLICATION AREA I I I I I I I II II II II II I II 11 I II II II I II / II II II II II II II I II I GENERAL PARKING LAYOUT S1I•O VN CON1'R .0 TOR REVIEW LAYOUT AT SITE. AND CONFIRM W❑H(IWNFR VNIOR'1'0 COMPLY. TINC 1-F.I.IENT IJARwN,�S I I DUBUQUE STREET PHASING PLAN - PHASE 2 - LEVEL 2 5/128" = V-0" DUBUQUE STREET ISOMETRIC LEVEL 6 jv LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 LEVEL B ti IPA PHASES SHALL BE NON -CONCURRENT. PROVIDE PHASING PLAN AND SCHEDULE TO OWNER AND CONFIRM WITH OWNER PRIOR TO CLOSING PARKING STALLS. PARKING DECK AREAS SHALL REMAIN CLOSED UNTIL MEMBRANE OR SEALER IS CURED AND ACCEPTABLE FOR DRIVING PER MANUFACTURER RECOMMENDATIONS. NOTE: THIS PHASING PLAN IS INTENDED FOR USE AT THE DUBUQUE STREET PARKING RAMP ONLY. REFER TO GENERAL NOTES FOR STALL CLOSURE LIMITS AND OTHER REQUIREMENTS RELATED TO TRAFFIC CONTROL. PHASING LEGEND WORK AREA PARKING STALL CLOSURE — VEHICULAR TRAFFIC FLOW —o—a—� TRAFFIC CONES BARRICADE >- Z u Z } LLj i u 12 a mr,t14 9° ® O';: l?j Off. 11 u w �F U W zw Y a < �a w Uw QC3 Z O W U O z O F W LL F 2 F- U W W Z D9N U W in 0 2 0- ,e ouo u n n a) 1 1 4 1 15 1 6 1 i/ n B) 10 11 n 13 14 15) ,I 1] 19'.5 112- 6 BAYS @ 2 -0' = 121Y..' 19'-9 10 f �.� j; 1 1,_ ...} . t:`IIIIUIIUBIIVIII \ :1' ff F i - _1 k.e.. _ .. - ..I_ t 0 II II II u II II V II u N °! pRRICADES �� 1 I I II u II II II o uIu u 1 TO BE & HIGH CHAIN -LINK FENCE WITH DRAPED I .i MATERIAL SUCH AS PLASTIC SHEETING TO PROTECT 4. -f i ! " e r t . `+• '. ' II II V II II I II 0 YI II II II II II II II II li 1 I PEDESTRIANS AND VEHICLES DURING SHOT BLASTING. WEIGHTED I# BASES WITH SAND BAGS REQUIRED, BRACE AS NEEDED dl PT '� � -III IIVIIIIII II IIIIVII � ''� I. ".. �� IIVIIIIIIIIIIIIIIVIIIIIIIIII !{ 1` ,�{J{f. _ 1 ' IIVIIIIVIIIIUIIIIIIIIIIVII II II u If II II II P u it 1 1 A 1 EVER: "ND C.I.NP11111 L. PARKINGL YJJT J1N. - NTR. T RI E�IEWUY JT. SITE N:ITN()\VNF.R Ff 11111 C111Pt RTINC 1WE1111 v1111111 I DUBUQUE STREET PHASING PLAN — PHASE 3 — LEVEL 5 51132" = V-0" 10 2 (13 a 14 ��:•��' 15 16 1T 19-9118" ] BA S @ 20'-0' = 1 0'-0' 19--5 if-< t 6 BAYS a L➢ ki r1i i I I 'i Tj ^t FNERA::. P"KIN' tfl. U 51- INN, C011-c-T REVICI, LAYOUT S117 AND C- NFIR11 PITH .,"NER PRIG TG 1,0%IP1 E11N - PAl F.h1ENT UARMNGS I I DUBUQUE STREET PHASING PLAN — PHASE 3 — LEVEL 6 5l132" = V-0" DUBUQUE STREET ISOMETRIC LEVEL 6 N LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 LEVEL B �z 2 N� PHASES SHALL BE NON -CONCURRENT. PROVIDE PHASING PLAN AND SCHEDULE TO OWNER AND CONFIRM WITH OWNER PRIOR TO CLOSING PARKING STALLS. PARKING DECK AREAS SHALL REMAIN CLOSED UNTIL MEMBRANE OR SEALER IS CURED AND ACCEPTABLE FOR DRIVING PER MANUFACTURER RECOMMENDATIONS. NOTE: THIS PHASING PLAN IS INTENDED FOR USE AT THE DUBUQUE STREET PARKING RAMP ONLY. REFER TO GENERAL NOTES FOR STALL CLOSURE LIMITS AND OTHER REQUIREMENTS RELATED TO TRAFFIC CONTROL. PHASING LEGEND WORK AREA PARKING STALL CLOSURE — VEHICULAR TRAFFIC FLOW —o—o—o TRAFFIC CONES BARRICADE U O W Z 0 ofa ¢w }a¢ F w U Q z W U 0 z < O Q 0 Z U H 0 U O o Q 0 p N � U _ D_ F- c W W Z =)9 co C3 W CQ 0 � G005 i 6 6 1 6 10 11 12 1� 14 15 16 17 19'-918' ]BA's@20'-0'=1'.. 19'-61/2• I 2'-0•=120'1' 1g'-o— PEDESTRIAN AND VEHICULAR TRAFFIC ( , : ! ACCESS OFF LINN STREET TO STAIR TOWER ' PEDESTRIAN TRAFFIC ACCESS TO LEVEL B STAIR I� TOWER DOOR AND ELEVATOR SHALL BE l AND FAST ENTRANCE RAMP SHALL BE jll 7 BLOCKED OFF DURING SHOT BLASTING AND SEALER APPLICATION. ELEVATOR ACCESS TO BE BLOCKED OFF DURING SHOT BLASTING AND SEALER APPLICATION. ELEVATOR ACCESS TO BE COORDINATED WITH CITY �{ COORDINATED WITH CITY 1 i I „ - ''"9 .�< i ^-•-^ 1." I J l�i \I'i r,l j 'VI S 3 \\ `+•rT� 'r ��,�_`_Jh q1/ "� 1 /fll I I -- :�I rig ly i I� i BARRICADES TO BE & HIGH CHAIN -LINK . r ;... r, j FENCE WITH DRAPED MATERIAL SUCH l : : . a I " " AS PLASTIC SHEETING TO PROTECT , - ? WATER BLASTING SHALL _..-_} { _ a ""� { (I 1 l PEDESTRIANS DURING SHOT BLASTING. _ I {-a WEIGHTED BASES WITH SAND BAGS -, ' s BE USED ON SLAB t _ `i SURFACES INACCESSIBLE } 4 1� TO SHOT BLASTING CIS ( { (I ( l I + REQUIRED BRACE AS NEEDED STAIRS AT STREET LEVEL ARE TO BE BLOCKED OFF TO PREVENT ENTRY WHILE SEALER IS APPLIED TO LEVEL B DUBUQUE STREET PHASING PLAN - PHASE 4 - LEVEL B 5/132" = V-0" D E F 1> � 0 I I 0 0�_ 0 (g 1 �9� 10 11 12) � � = 44 �t 15 ITS 1] PEDESTRIAN TRAFFIC ACCESS TO LEVEL B STAIR TOWER DOOR AND ELEVATOR SHALL BE BLOCKED OFF DURING SHOT BLASTING AND SEALER is-g vs' APPLICATION. ELEVATOR ACCESS TO BE COORDINATED WITH OWNER ^.lilt =b vs •= 12 - , 1g.g 11g- 1 I I I I I I I I I I I I BARRICADES TOBE fi'�HIGI#CHAIN-LINK FENCE WITH DRAPED a - I' MATERIALSUCH AS PIASTIG SHEETING TO PROTECT PEW IGHTEDBASES 0TIII ST-,\A-III N� DSRIII D\fSTRIIIIII I RJAN WIlSANGU�1RIA NEEDED F BIII I IIII I III I �• IIII IIII III , II II II III II III III II III III II III III I III III I I � \ I II I III I \ III I III I\ II III I a / II7�II I I T II II II II II II I II ' II II ' II II I II I# II II I II II' I I � I 1 II II I II II I II II II I II I II II II II II II II II II I II II II II � 6'! \11t QI \_\_]JI /�l 1 111 I �\ I ZZ / zj <ENCRALPARKIN - �1'OUTlIzJ' "NTRKTGR RrjZ%•LAYJUTAT NIC NO CONtMTv{ PRIOR TO R?;kPi F.TINO MARKINGS `J iwNER °4V-EMF.NT 2 DUBUQUE STREET PHASING PLAN - PHASE 4 - LEVEL 1 5/132" = V-0" DUBUQUE STREET ISOMETRIC LEVEL 6 nJ LEVEL 5 C LEVEL 4 C LEVEL 3 C LEVEL 2 / C LEVEL 1 LEVEL B NA PHASES SHALL BE NON -CONCURRENT. PROVIDE PHASING PLAN AND SCHEDULE TO OWNER AND CONFIRM WITH OWNER PRIOR TO CLOSING PARKING STALLS. PARKING DECK AREAS SHALL REMAIN CLOSED UNTIL MEMBRANE OR SEALER IS CURED AND ACCEPTABLE FOR DRIVING PER MANUFACTURER RECOMMENDATIONS. NOTE: THIS PHASING PLAN IS INTENDED FOR USE AT THE DUBUQUE STREET PARKING RAMP ONLY. REFER TO GENERAL NOTES FOR STALL CLOSURE LIMITS AND OTHER REQUIREMENTS RELATED TO TRAFFIC CONTROL. PHASING LEGEND WORK AREA PARKING STALL CLOSURE —� VEHICULAR TRAFFIC FLOW —�—�—o TRAFFIC CONES BARRICADE Q U Ow z 0 �a EL < Fw U � Q O z Ow 0 � oz o r� g r I— Q U) _ LU 0.. J m Q 0 U) G006 1 ' 1 l ` 1 l 3 J n \ " 1 \ " / n n \ " / 10 11 12 13 14 15 16 17 !"No. 100twaso I Will MI wit ill kh, \\N*ts I \h' ox MEN," �iat' ki I so 1. -1\1 N�6;zm I; kE \qN E. E. .1 DUBUQUE STREET - LEVELB 5/64" = V-0" 20 DESCRIPTION REPAIR SCHEDULE 25 QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET lO HORIZONTAL SPALL REPAIR 1/S501 51 SF O2 VERTICAL/OVERHEAD SPALL REPAIR 2/SS01 15 SF 30 PENETRATING SEALER 10/S502 30700 SF 4 DRAIN COVER REPLACEMENT 15/5502 3 EA PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER - - - - - - EXPANSION JOINT REPLACEMENT 37 �1 s ID DUBUQUE STREET ISOMETRIC N j L a 0 U z0 Y � a ELs �w w Uw Q C3 z O w U Q OQ z g U Iw- U N w w w U) w Q m J rn L`I I Cl / n \ 3 / n \ - / \ - / n n \ - / 10 11 12 13 14 15 16 17 4 7 BAYS @ 20'-0" = 1 0'-0" 19'-5 1 /2" 6 BAYS @ 2 '-0" = 120'-0" 19'-9 1 /3" WEST STAR ELEVATOR TOWER & EAST ELE STAIR & ATOR TOWER 17 5 4 1f 5 I I I 1 N - n 40c V' / q i 1. II II II II I II I II I II II II II I B 260XfL 7 i i 1 2 12 I II II II II II 5 5 I I 4 4 I (TRAFFIC I I I I I I I 1 I EXI 5 I I I I V I I I I \ \I I I \ \ I I I \ \ I I I \ I \ I I I r \ \ I I \ I I I q I I I \ I I I I I \ \ I I I I I BOOTHI1.W 6W i2.E III \ II �`\ II \ 2.E] I BIKE PAR I G I I I I I I I I / , •W LE i 2 2 I � I /I I I I � I \• I I I 15 1 I Jf / 3 6 I I V 19 q II II II II II TRAFFIC I II w m ENj1 UP II II II I I IR II II I II I II II II II I II II II II II II I II II II I I I STO GE \ 1160 \ 11V I ki BEAMS SHOWN ARE OVERHEAD WHILE STANDING ON THIS LEVEL GENERAL PARKING LAYOUT SHOWN, CONTRACTOR REVIEW LAYOUT AT SITE AND CONFIRM WITH OWNER PRIOR TO COMPLETING PAVEMENT MARKINGS DUBUQUE STREET - LEVEL 1 5/64" = 1'-0" Sf REPAIR SCHEDULE 20 DESCRIPTION 25 _ QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET Ol HORIZONTAL SPALL REPAIR 1/S501 3 SF O VERTICAL/OVERHEAD SPALL REPAIR 2/5501 21 SF ® SLAB SEALANT REPLACEMENT 4/5501 62 LF OS ANCHOR BOLT REPAIR 5/S501 20 EA ® NEWMEMBRANE 8/S501 260SF O RECOAT MEMBRANE 9/S502 11600 SF 15 DRAIN COVER REPLACEMENT 15/S502 1 EA 17 EPDXY FILLER 17/S502 40 SF PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER - - - - - EXPANSION JOINT REPLACEMENT DUBUQUE STREET ISOMETRIC N j L U 0 z O Y � a (L < �a w U � QO Z O W Q 0 U Q O oz z o z U F LL U n z N Q N rG U O W W w I— U) W c Z LLI m \ ' I \ ` J \ 3 / \ ' / \ - / \ - / \ ' / \ 8 / \ - / 10 11 12 13 14 15 16 17 19'-9 1/8" 7 BA S @ 20'-0" = 1 0'-0" 19'-5 1/2" 6 BAYS @ 2 '-0" = 120'-0" 19'-9 1/8" WEST STAR ELEVATOR TOWER & EAST ELE STAIR & ATOR TOWER 6 2 N j / d 52 I II II I II II II II 2 1 EXPANSI I JOINT II � II II II II II II II II I I II II I TI FFIC II II II I 2 � 2 I II II II II (TRAFFIC � II I , I �_ IDOWN I I� I' '•V I I � I �I I 700 •J 2 I I I/ � I I I I I � I I I I c°Jj 3.E AII 2,w �N 3.E l I 2 �I y ` \ W 2.E A I'I % VII Al I I I I I II II I I I II I I I II I I II I TRAFFI II I I II I I II II I I I I II I TRAFFIC I II I I II I II I I II (TRAFFIC I I II I II I I I II I a ch 7 I I II II II II II II I II II II II II II UP II II II II II II II II II II II II II II II UP II II II II II II II II II II II II IIDOWN II II II II II II II II II II II I I I I II II II II I II I I II II II ) E ANS INT II II / II \ II I II BEAMS SHOWN ARE OVERHEAD WHILE STANDING ON THIS LEVEL GENERAL AND CONFIRM PARKING LAYOUT WITH OWNER SHOWN, CONTRACTOR REVIEW LAYOUT PRIOR TO COMPLETING PAVEMENT AT SITE MARKINGS DUBUQUE STREET - LEVEL 2 5/64" = V-0" 20 DESCRIPTION REPAIR SCHEDULE 25 _ QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET O HORIZONTAL SPALL REPAIR VS501 2 SF O VERTICAL/OVERHEAD SPALL REPAIR 2/S501 6 SF © EXPANSION JOINT REPLACEMENT 6/5501 52 LF O RECOAT MEMBRANE 9/S501 700 SF PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER - - - - - - EXPANSION JOINT REPLACEMENT A.2 DUBUQUE STREET ISOMETRIC N 7 L 3 n � I E p m S - � o r p z I- W LU H U) LU � N � J m W V 1 1 A B C D E F 1 3 4 5 6 7 8 9 10 11 12 13 14 15 17 T T191-9 19'-9 1/8" 7 BA S @ 20'-0" = 1 0'-0" 19'-5 1/2" 6 BAYS @ 2 '-0" = 120'-0" 1/8" WEST STAR & EA 3T STAIR & ELEVATOR WER ELE ATOR TOWER II II II II II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II I II I II II I II I II II II II I' II II II II I I I I II II III II II II II II I II II II II II I II I II I II II II II II II II I II II II II II II II II II II II II II II II II II I II iv / II II I II II II II II II II II II II II II II II II II II II I II II II II I II I II II I II I II II II II I II II II II II II II II II II II II II II II II II II I I I I III II Il Il II II II II II II II II II II II II II II II II II II I II II II II II � II II I II I II I II II II II II II II I II II / '� � / / II I II II II II II II II � � I I I II II II II II I II II II II II II y II /I II II II % ` � \II II II II IIII II II II II II II II II II II II IIII II II II II II III II II I II II 11 II II II II II � I I I I I II II I III II 'll II (I" II � II I II II II IIA II II II II II IIII II IIII II II IIII II II II I I I 1 II II II IIII II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II JI II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I I I I II II II II fl II II II. 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DUBUQUE STREET - LEVEL 5 5/64" = V-0" 20 DESCRIPTION REPAIR SCHEDULE QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET Ol HORIZONTAL SPALL REPAIR 1/S501 27 SF O2 VERTICAL/OVERHEAD SPALL REPAIR 2/S501 11 SF O3 CONCRETE CRACK REPAIR 3/SS01 457 LF ® SLAB SEALANT REPLACEMENT 4/S501 5826 LF © EXPANSION JOINT REPLACEMENT 6/S501 104 LF O7 EXPANSION JOINT HEADER REPAIR 7/S501 15 LF ® NEW MEMBRANE 8/S501 28009 SF Q REMOVE MEMBRANE 12/S502 640SF ® CONCRETE GRINDING 14/S502 2 SF 19 PAVEMENT MARKINGS 19/S502 98 EA PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER — — — — — — EXPANSION JOINT REPLACEMENT DUBUQUE STREET ISOMETRIC N JJv�J� I � I cn W S115 E F A B C / \ - / \ 3 / n \ - / \ - / n n \ - / 10 11 12 13 14 15 16 17 19'-9 1/8" 7 BA S @ 20'-0" = 1 0'-0" 19'-5 112" 6 BAYS @ 2 '-0" = 120'-0" 19'-9 1/8" 1 1 1 1 1 2 19 980 / 4 380 3 Eo 3 10 Fl LJ 60 / 2 EACH VERTICAL /� PA qEL JOINT PAN I N / /�/ / / / , 6 / / 8 68 / 3 /// 52 / 6 / 1 / 3 5o GENERAL PARKING LAYOUT SHOWN, CONTRACTOR REVIEW LAYOUT AT SITE MULTIPLE AND CONFIRM WITH OWNER PRIOR TO COMPLETING PAVEMENT MARKINGS DUBUQUE STREET - LEVEL 6 5/64" = V-0" REPAIR SCHEDULE 20 DESCRIPTION 25 QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET Ol HORIZONTAL SPALL REPAIR 1/S501 9 SF 0 VERTICAL/OVERHEAD SPALL REPAIR 2/S501 1 SF 30 CONCRETE CRACK REPAIR 3/S501 92 LF ® SLAB SEALANT REPLACEMENT 4/S501 1360 LF © EXPANSION JOINT REPLACEMENT 6/5501 52 LF ® NEW MEMBRANE 8/S501 6330SF 13 PAINTING 13/S502 60 SF 19 PAVEMENT MARKINGS 19/S502 18 EA PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE / NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER — — — — — — EXPANSION JOINT REPLACEMENT A.2 DUBUQUE STREET ISOMETRIC N j L 0 w0 c~J O Z z o o w m� a o w O Q N O a LL U TOWER PLACE GROUND LEVEL 5/64" = 1'-0" 8 R R 20 — DESCRIPTION REPAIR SCHEDULE 25 _ QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET Ol HORIZONTALSPALL REPAIR 1/SSol 5 SF O VERTICAL/OVERHEAD SPALL REPAIR 2/S501 1 SF ® NEW MEMBRANE 8/5501 7 SF PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER — — — — — — EXPANSION JOINT REPLACEMENT TOWER PLACE ISOMETRIC Q J 0_ 0: Z UJ =) 0 S120 T T I f T T ��. 1 8 2 2 1 Lu III 8 2 8 2 8 1 2 8 1 1 8 1 1 1 1 1 2 , PIS......` ` \ EI 2 2 1 EL 2 8 1 2 2 1 1 2 TOWER PLACE LEVEL 2 5/64" = 1'-0" r L. =tt11 }�.?.� t. zo DESCRIPTION REPAIR SCHEDULE 25 - QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET lO HORIZONTAL SPALL REPAIR 1/5501 4 SF O2 VERTICAL/OVERHEAD SPALL REPAIR 2/S501 8 SF ® NEW MEMBRANE 8/5501 20 SF 13 PAINTING 13/5502 8 SF PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER - - - - - - EXPANSION JOINT REPLACEMENT TOWER PLACE ISOMETRIC m w QU Ow Z0 �a aQ �a w U� Q � 3Q � �w Q LL U OZ Q O Z U wu U O o Q pN 2 U LLI Q J a X N w J w OJ S121 TOWER PLACE LEVEL 3 5/64" = 1'-O" 20 —DESCRIPTION REPAIR SCHEDULE 25 QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET lO HORIZONTAL SPALL REPAIR 1/S501 12SF O VERTICAL/OVERHEAD SPALL REPAIR 2/S501 9 SF ® NEW MEMBRANE 8/S501 35 SF 13 PAINTING 13/S502 8 SF PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER - - - - - - EXPANSION JOINT REPLACEMENT N TOWER PLACE ISOMETRIC Z uW z Q + U m u =L > Ln Z� } r -.111 u 0 A., 0 �. U U) w c� Lod z0 Y Of ca Q� }a¢ F w U� Q Z W U LL U OZa S122 C A2 A.7 (B L C.B. D TOWER PLACE LEVEL 4 5/64" = 1'-0" 8 0 (0 ) �1 ) (2)(3) n(5) �6) C l 8) (9 ) (10 �11 (12y, 3 �14 (15 �16 17 18 19 20 8'-9" 18'41 18'4" 18'-11" 2'-2" 16'-11" 18'-0" 18'-�" 18'-0" 18'-0" 314'-9" 18'-0" 16'-11" 2'-2" 16'-11 18'-0" 18'-8" 18,41 � o g 2 1 / 1 1 8 1 2 8 2 8 1 2 8 2 2 8 1 2 2 8 12 1 2 1 2 2 1 8 2 2 1 o I a 13 e � 1 2 8 1 2 8 2 2 1 8 2 2 1 ; 8 13 4 2 8 1 2 � o r 2 8 2 , c :11 ?V 0 c '330 klz rl i � z 20 DESCRIPTION REPAIR SCHEDULE 25 — QUANTITY ITEM DESCRIPTION ETAIL QUANTITY THIS SHEET Ol HORIZONTAL SPALL REPAIR 5501 P2/S501 5 SF O VERTICAL/OVERHEAD SPALL REPAIR 12 SF ® NEW MEMBRANE 8/S501 29 SF 13 PAINTING 13/5502 28SF PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER — — — — — — EXPANSION JOINT REPLACEMENT TOWER PLACE ISOMETRIC W Q J a Of".;f W —J LLIJ O J S123 0 l � 1) � 2 / 3) n� 5) 6) C g> 10 {11 �12 13 14 15 �16 17 18 19 20 314'4' 8'-9" 18'4" 1S'-0" 16'-11" 2'-2:' 16'-11" 18'-0" 16-11" 2'.�" 10-11" 1$'-0" o 1 8 i 45 1 4 1 8 --� 8 2 8 1 2 1 13 4 �O EL r' -1j 8 1 / 1 8 8 2 13 1 V 8 2 1 4 1 8 1 / 1 8 0 N 1 i 200 TOWER PLACE LEVEL 5 5164" = 1'-0" DESCR I 20 - PTION REPAIR SCHEDULE z5 QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET 30 HORIZONTAL SPALL REPAIR 1/S501 17SF O VERTICAL/OVERHEAD SPALL REPAIR 2/SS01 2 SF ® NEW MEMBRANE 8/5501 259 SF 13 PAINTING 13/S502 8SF PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER 0 REMOVE MEMBRANE NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER - - - - - - EXPANSION JOINT REPLACEMENT TOWER PLACE ISOMETRIC r___ / V' uW z Qw o8 + U m 2 i Cg u Z� Q �m <h o � �Ba ® U w cQQ� ¢U Ow z 0 Y d IL aQ �w w U� Qo z Ow U Oz O U F 0 U O w U J d w --I w O 7J S124 4 0 l (1) 2� 3> C4 b) 6 7) (8) 9) (10 (11 (12 13 14 (15 (16 (17 18 19 20 314'-0" 81_9" 18'41 181-0" 16'-11" 2'-2" 16'-11" 18'-0" 18'-0" 18'-U" 18'-0" 18'-U" 16'-11" 2'-2" ,, 16'-11 18'-0" Q . a N P I 4 OP TO BFL \ OP TO � W E ------ F 11 ------ Er-T-7 I ] D o r N 1 8 TOWER PLACE LEVEL 6 5/64" = 1'-0" I } ilv �•II 14 oca104zoz zo DESCRIPTION REPAIR SCHEDULE 25 QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET 10 HORIZONTAL SPALL REPAIR 1/S501 1 SF ® NEW MEMBRANE 8/S501 1 SF PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER - - - - - - EXPANSION JOINT REPLACEMENT tU`y N TOWER PLACE ISOMETRIC �z Q < < F- V w z0 Ya a� �w U � ¢ O Z O w U ¢ O Z ¢ 0 ¢ 0Z U w tl U _ O w U Q J D_ ()f co w J w OJ S125 (i i 21 (41 (5) b 1 7) g j g 10) 1 -- -- - --- - -�-- - 30� - --�- - -�- - -- -- �CHAUNCEY SWAN LEVEL 2SWAN LEVEL 2 7T5/64" = V-0" - A DOUBLE -TEES SHOWN ARE UNDERFOOT WHILE STANDING ON THIS LEVEL 20 DESCRIPTION REPAIR SCHEDULE P5 QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET 1© COMPRESSION JOINT REPLACEMENT 11/S502 66 LF 6 - i - - C - - - - - - _ D PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER 0 REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER - - - - - - EXPANSION JOINT REPLACEMENT E I CHAUNCEY SWAN ISOMETRIC I M�Z.� F� 4 �N F ■ W U N Z J L1J Q U w S130 A B C D E F 2 3 � A �) (4� (5 ie) l ) sl (la, (11 - - - - - - - 30 ' 0" - - - - - - - - � 18'-0" ! 27'-0" 36-0" 36'-0" 36'-0" 36-0" 36'-0" 36-0" 27'-0" 18'-0" I I I I I I I I I I I UP I OD � LP AMF 11 18 1 1 18 7 11 OF 7 7- 10 1 - - - - - I - - 7 - - I - - - - 32 8 45 8 45 15 MEMBRANE 9" WIDE MEMBRANE 9" WIDE I � a I 4 60 I I ' 4 60 I I I N I I I I I I I I 1 1 18 I I I I 7 7 v � I I 8 45 G I MEMBRANE 9" WIDE 4 60 oD I - —uu -I — JI IV vv Iv Y1IlL u1V ULRr Vu I VVMILL J 1—V UIIVV VIA I nIJ LCVCL CHAUNCEY SWAN LEVEL 3 5/64" =,.-0" REPAIR SCHEDULE 20 DESCRIPTION 25 QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET Ol HORIZONTAL SPALL REPAIR 1/SSOl 42 SF O4 SLAB SEALANT REPLACEMENT 4/S501 180 LF ® NEW MEMBRANE 8/S501 135 SF fSMHEAPR ORESSION JOINT REPLACEMENT ll/S502 57 LF CONNECTOR REPAIR 18/S502 21 EA PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER - - - - - - EXPANSION JOINT REPLACEMENT CHAUNCEY SWAN ISOMETRIC G) N z uW Z z QW if _ Z. U 1 2= z z� Ln < K eaqt<d O c uV w W ¢ U U'W 2 z00 4a 0. �_a U� ¢ 0 Z O W v ¢ Oz ¢ O ¢ oz UH LL U — O 11111111111111153 0 Q.mm r 0 Qx w ° 8 m O z > w p o � ¢ 00 ° w 0< 0 0 a a U A I B I C D A F FBI �1.1 �2,) �3J (4i 5) ) - - - - - - - _ 30 ,-0„ - - - - - - - - - - - 1118'-0" _ 27'-0" _ _ 36-0" _ _ 36'-0" _ _ 36'-0" _ 36'-0" _ _ 36'-0" _ _ 36'-0" _ 27'-0" _ 18'-0" I CONTINUE COMPRESSION JOINT CONTINUE COMPRESSION JOINT UP VERTICAL FACE OF COLUMN UP VERTICAL FACE OF COLUMN I _ 71 CHAUNCEY SWAN LEVEL 4 5/64" = 1'-0" REPAIR SCHEDULE 20 —DESCRIPTION 25 QUANTITY ITEM DESCRIPTION DETAIL QUANTITY THIS SHEET 0 HORIZONTAL SPALL REPAIR 1/S501 7 SF ® SLAB SEALANT REPLACEMENT 4/S501 76 LF ® NEW MEMBRANE 8/S501 45 SF Ol COMPRESSION JOINT REPLACEMENT j 11/5502 83 LF 18 SHEAR CONNECTOR REPAIR 18/S502 7 EA PLAN LEGEND JOINT SEALANT WITH MEMBRANE PENETRATING SEALER REMOVE MEMBRANE i NEW MEMBRANE RE -COAT MEMBRANE ® EPDXY FILLER - - - - - - EXPANSION JOINT REPLACEMENT CHAUNCEY SWAN ISOMETRIC B --� -- - - c _ - - D- - - - E F - - - S132 (1) 5° ANGLED SAW CUT AROUND PERIMETER, MIN DEPTH = 1", CORNERS SHALL BE 90°, AVOID REENTRANT CORNERS (2) REMOVE LOOSE CONCRETE WITHIN SAW CUT, MIN DEPTH = 1/2" SPALLED CONCRETE (3) WHERE REBAR IS EXPOSED, MIN DEPTH = 1" BEYOND REBAR AREA (4) CLEAN REBAR TO SHINY METAL WITH WIRE WHEEL, CLEAN CAVITY WITH BROOM AND COMPRESSED AIR -----""-- --------- (5) APPLY RUST CONVERTER TO EMBEDDED STEEL PER SPECIFICATIONS PLAN (6) INSTALL CONCRETE PATCHING MATERIAL PER SPECIFICATIONS If (7) APPLY WATERPROOFING MEMBRANE TO ELEVATED SLABS PER SPECIFICATIONS, EXTEND 4" BEYOND EDGE OF PATCH, DO NOT APPLY MEMBRANE TO SLAB -ON -GRADE. THIS WORK IS INCIDENTAL TO THIS WORK ITEM NOTE: AFFECTED PAVEMENT MARKINGS MUST BE REAPPLIED AND TM�P- ARE INCIDENTAL TO THIS WORK ITEM NOTE: PROTRUSIONS IN WALKING SURFACE SHALL NOT EXCEED 1/4". TRANSITION SLOPES SHALL NOT EXCEED 25 DEGREES v a NOTE: EXISTING JOINTS SHALL CONTINUE THROUGH SPALL REPAIRS, �5* TYP PATCH MATERIAL SHALL NOT SPAN ACROSS PRECAST CONCRETE SECTION JOINTS HORIZONTAL SPALL REPAIR WITH MEMBRANE NOT TO SCALE JOINT SEALANT X CLOSED CELL BACKER ROD, DIAMETER 1/4" WIDER THAN JOINT SHEAR yy CONNECTOR .I L! FLANGE PLATE I NOTE: OWNER TO SELECT COLOR 4 SLAB SEALANT REPLACEMENT NOT TO SCALE (1) CAREFULLY CUT EXISTING MEMBRANE DIRECTLY ABOVE JOINT FACES AS NEEDED, REMOVE JOINT SEALANT (2) NOTIFY DESIGN PROFESSIONAL IF SHEAR CONNECTORS ARE BROKEN OR DAMAGED (3) CLEAN FACES OF JOINT AND REMOVE DEBRIS (4) PRIME PREPARED FACE OF JOINT PER JOINT SEALANT MANUFACTURER (5) INSTALL NEW BACKER ROD PER SPECIFICATIONS (6) FILL JOINT WITH POLYURETHANE SEALANT, FINISH FLUSH WHERE MEMBRANE WILL BE APPLIED, OTHERWISE FINISH CONCAVE (7) APPLY SEALANT BEFORE MEMBRANE, SEE PLANS FOR MEMBRANE LOCATIONS EXISTING WINGED NEW EXPANSION EXPANSION JOINT JOINT HEADER ~ EXISTING -`CONCRETE 0- PARKING DECK - ' og J f� " j ill Fl EXPANSION JOINT HEADER REPAIR NOT TO SCALE r — - D (1) 5° ANGLED SAW CUT AROUND PERIMETER, MAX SAW CUT DEPTH = 1/2", CORNERS SHALL BE 90°, AVOID REENTRANT CORNERS ELEVATION/PLAN (2) REMOVE LOOSE CONCRETE WITHIN SAW CUT, -------- -"--"- , MIN REMOVAL (3) WHERE REBAR IS EXPOSED, MIN DEPTH = 1" SPALLED CONCRETE BEYOND REBAR. AREA :E (4) REMOVE LOOSE CORROSION FROM REINFORCEMENT BUT DO NOT CLEAN TO BARE METAL, CLEAN CAVITY WITH BROOM =----------------- -i AND COMPRESSED AIR (5) APPLY RUST CONVERTER TO EMBEDDED STEEL PER SPECIFICATIONS (6) INSTALL CONCRETE PATCHING MATERIAL PER SPECIFICATIONS PLAN/SECTION NOTE: EXISTING JOINTS SHALL CONTINUE THROUGH SPALL REPAIRS, PATCH MATERIAL 5° TYP SHALL NOT SPAN ACROSS PRECAST CONCRETE JOINTS z NOTE: REPAIRS TO PAINTED CONCRETE SHALL BE PAINTED TO MATCH EXISTING AFTER CURING OF REPAIR MATERIALS. THIS WORK IS INCIDENTAL TO THIS WORK ITEM VERTICAUOVERHEAD SPALL REPAIR NOT TO SCALE ' ANCHORS MIN 1/4" BELOW SURFACE OF PARKING DECK. FILL ANCHOR DEPRESSIONS WITH EPDXY OR SEALANT, ALLOW TO ADEQUATELY CURE PRIOR TO MEMBRANE APPLICATION 5 ANCHOR BOLT REPAIR NOT TO SCALE (1) REMOVE EXISTING NOSING MATERIAL TO BARE CONCRETE (2) CLEAN CONCRETE SURFACE WITH BROOM AND COMPRESSED AIR (3) PRIME CONCRETE SURFACE PER MANUFACTURER INSTRUCTIONS (4) POUR NEW NOSING MATERIAL, FINISH FLUSH TO EXISTING CONCRETE NOTE: AFFECTED PAVEMENT MARKINGS MUST BE REAPPLIED. THIS WORK IS INCIDENTAL TO THIS WORK ITEM NOTE: PROTRUSIONS IN WALKING SURFACE SHALL NOT EXCEED 1/4". TRANSITION SLOPES SHALL NOT EXCEED 25 DEGREES F 1 SECTION (1) ROUT CRACK MIN 1/2" DEEP X 1/2" WIDE (2) CLEAN JOINT AND PRIME PER MANUFACTURER INSTRUCTIONS (3) FILL CRACK WITH SEALANT PER SPECIFICATIONS, FINISH CONCAVE, EXCEPT FINISH FLUSH WHERE MEMBRANE WILL BE APPLIED PLAN 3 CONCRETE CRACK REPAIR NOT TO SCALE (1) REMOVE EXISTING NOSING MATERIAL (2) REMOVE DAMAGED CONCRETE ALONG JOINT AND REPAIR AS NECESSARY (3) CLEAN EXPOSED SURFACES FOR NEW EPDXY HEADER INSTALLATION (4) INSTALL JOINT PER MANUFACTURER INSTRUCTIONS. EXPANSION JOINT MUST BE ADA COMPLIANT NOTE: AFFECTED PAVEMENT MARKINGS MUST BE REAPPLIED. THIS WORK IS INCIDENTAL TO THIS WORK ITEM NOTE: PROTRUSIONS IN WALKING SURFACE SHALL NOT EXCEED 1/4". TRANSITION SLOPES SHALL NOT EXCEED 25 DEGREES FIELD MEASURE AND VERIFY PRODUCT WIDTH WITH MANUFACTURER SAW CUT FOR NOSING MATERIAL AS NEEDED, PER MANUFACTURER DIMENSIONS a REPAIR CONCRETE AS REQUIRED TO FORM NEW EDGE EXPANSION JOINT REPLACEMENT NOT TO SCALE EXPANSION JOINT (WINGED TYPE) 3 1/2" SAW CUT TYP a EXISTING CONCRETE PARKING DECK SMOOTH SURFACE MAY REQUIRE GRINDING OR SURFACE COAT (1) PROVIDE MOCKUP PER SPECIFICATIONS NOTE: EPDXY PRIMER IS REQUIRED FOR MEMBRANE APPLICATION ON SLAB -ON -GRADE, CONSULT (2) SHOT BLAST TO PREPARE SURFACE FOR MEMBRANE ADHESION PER MANUFACTURER MANUFACTURER FOR FOR RECOMMENDED PRIMER RECOMMENDATIONS, WATER BLAST WHERE SHOT BLASTING IS NOT POSSIBLE PRODUCT (3) APPLY NEW MEMBRANE SYSTEM, SEE SPECIFICATIONS FOR MIL THICKNESS AND NOTE: COLOR SUBJECT TO OWNER APPROVAL SAND PLACEMENT (4) ALL MEMBRANE EDGES SHALL BE TAPED TO PROVIDE STRAIGHT AND SHARP LINES (5) AFFECTED PAVEMENT MARKINGS MUST BE REAPPLIED. THIS WORK IS INCIDENTAL TO EXTEND MEMBRANE LAYERS 4" UP THIS WORK ITEM ADJACENT SURFACES AND OVERLAP ' 4" ONTO EXISTING MEMBRANE NOTE: PROTRUSIONS IN WALKING SURFACE SHALL NOT EXCEED 1/4". TRANSITION SLOPES SHALL NOT EXCEED 25 DEGREES NOTE: CONTRACTOR SHALL GRIND EXISTING MEMBRANE EDGES AS NEEDED PRIOR o v -NEW MEMBRANE SYSTEM TO MEMBRANE APPLICATION TO PROVIDE SMOOTH TRANSITION. THIS WORK IS INCIDENTAL TO THIS WORK ITEM NEW MEMBRANE NOT TO SCALE U) w a Lou Lou z cr 4a ¢Lr aQ �w U� ao z O w U a OZ a O a O W u U O S501 (1) PROVIDE MOCKUP PER SPECIFICATIONS NOTE: EPDXY PRIMER IS REQUIRED FOR MEMBRANE APPLICATION ON SLAB -ON -GRADE, CONSULT (2) SHOT BLAST TO PREPARE SURFACE FOR MEMBRANE ADHESION PER MANUFACTURER MANUFACTURER FOR FOR RECOMMENDED PRIMER RECOMMENDATIONS, WATER BLAST WHERE SHOT BLASTING IS NOT POSSIBLE PRODUCT (3) APPLY NEW MEMBRANE SYSTEM, SEE SPECIFICATIONS FOR MIL THICKNESS AND NOTE: COLOR SUBJECT TO OWNER APPROVAL SAND PLACEMENT (4) ALL MEMBRANE EDGES SHALL BE TAPED TO PROVIDE STRAIGHT AND SHARP LINES (5) AFFECTED PAVEMENT MARKINGS MUST BE REAPPLIED. THIS WORK IS INCIDENTAL TO EXTEND MEMBRANE LAYERS 4" UP THIS WORK ITEM ` ^� ADJACENT SURFACES AND OVERLAP 4' ONTO EXISTING MEMBRANE NOTE: PROTRUSIONS IN WALKING SURFACE SHALL NOT EXCEED 1/4". TRANSITION SLOPES SHALL NOT EXCEED 25 DEGREES NEW MEMBRANE SYSTEM NOTE: CONTRACTOR SHALL GRIND EXISTING MEMBRANE EDGES AS NEEDED PRIOR TO MEMBRANE APPLICATION TO PROVIDE SMOOTH TRANSITION. THIS WORK IS n INCIDENTAL TO THIS WORK ITEM I, , RECOAT MEMBRANE NOT TO SCALE REMOVE EXISTING MEMBRANE DOWN TO BARE CONCRETE TO PREPARE SURFACE PER MEMBRANE MANUFACTURER REQUIREMENTS REMOVE EXISTING MEMBRANE PREPARE RUSTED AREAS (WIRE ABRASION ANTICIPATED), PRIME ENTIRE STEEL ASSEMBLY (1 COAT), PAINT ENTIRE STEEL ASSEMBLY (2 COATS), SEE SPECIFICATIONS AND MANUFACTURER INSTRUCTIONS, MATCH ORIGINAL COLOR AND SHEEN NOTE: OWNER TO CONFIRM PAINT COLOR AND SHEEN, PROVIDE PAINT SAMPLES TO OWNER FOR SELECTION io CONCRETE SURFACE PROTRUSIONS TO BE GROUND DOWN FLUSH WITH ADJACENT CONCRETE (1) PROVIDE MOCKUP PER SPECIFICATIONS (2) SHOTBLAST CONCRETE SURFACE TO RECEIVE SEALER. WATER BLAST STAIRS AND OTHER AREAS WHERE SHOT BLASTING IS NOT POSSIBLE (3) APPLY SEALER PER MANUFACTURERS RECOMMENDATIONS CONCRETE DECK (1) REMOVE DAMAGED CONCRETE ALONG JOINT AND REPAIR AS NECESSARY (2) REMOVE EXISTING EXPANSION JOINT OR SEALANT DOWN TO BARE CONCRETE (3) CLEAN EXPOSED SURFACES FOR NEW EXPANSION JOINT INSTALLATION (4) INSTALL NEW FOAM TYPE EXPANSION JOINT PER SPECIFICATIONS AND MANUFACTURER INSTRUCTIONS, EXPANSION JOINT MUST BE ADA COMPLIANT NOTE: PROTRUSIONS IN WALKING SURFACE SHALL NOT EXCEED 1/4". TRANSITION SLOPES SHALL NOT EXCEED 25 DEGREES FIELD VERIFY WIDTH EXISTING CONCRETE SLAB EXISTING STAIR TOWER CONCRETE WALL PENETRATING SEALER , , COMPRESSION JOINT REPLACEMENT NOT TO SCALE NOT TO SCALE NOTE: PROTRUSION,' WALKING SURFACE NOT EXCEED 1/4'. TRANSITION SLOPES NOT EXCEED 25 DEG REMOVE AND REPLACE DAMAGED OR MISSING* - DRAIN GRATE TO MATCH EXISTING DRAIN GRATE TO BE CAST IRON AND RATED FOR VEHICULAR TRAFFIC. CONTRACTOR TO VERIFY DRAIN GRATE DIAMETER AND THICKNESS TRIM EXISTING SEALANT FROM THE EXPANSION JOINT COVER, TRIMMED WIDTH SHALL BE A MINIMUM OF 1/2', PROVIDE BACKER ROD AS REQUIRED TO SATISFY SPECIFICATIONS AND SEALANT MANUFACTURER REQUIREMENTS PREPARE CONCRETE SURFACE AND EXISTING COVER PIECE TO RECEIVE SEALANT AS REQUIRED BY SEALANT REMOVE MEMBRANE ,,, PAINTING ,,, CONCRETE GRINDING ��DRAIN COVER REPLACEMENT EXPANSION JOINT SEALANT REPLACEMENT 3 1 Z NOT TO SCALE ' J NOT TO SCALE Y % NOT TO SCALE ` `' NOT TO SCALE NOT TO SCALE C? "" CDJ _ SHOT BLAST EXISTING CONCRETE. APPLY EPDXY FILLER ( z. WITH SAND PER WATERPROOFING MEMBRANE SPECIFICATIONS, FILL LOW AREA TO PROVIDE FLAT AND LEVEL SURFACE. APPLY WATERPROOFING MEMBRANE 3" BEYOND EDGES OF EPDXY. TOUCH UP PARKING STALL STRIPING (INCIDENTAL TO THIS WORK ITEM) MEMBRANE PER MEMBRANE DETAIL (RECTANGULAR LAYOUT) [NEW FILL TO HIGH POINT OR LEVEL SURFACE, " TO BE LOCATED BY CONTRACTOR � -4 c a < O J J 4 EXISTING CONCRETE SLAB NOTES: (1) REMOVE EXISTING BACKER ROD AND 1. CONTRACTOR SHALL LOAD DOUBLE TEES AS NEEDED TO JOINT SEALANT ALIGN DRIVING SURFACE JUST BEFORE WELDING. NOTIFY DESIGN PROFESSIONAL IF MORE THAN TWO PASSENGER (2) DEMOLISH PORTION OF TOPPING SLAB VEHICLES ARE NEEDED TO ALIGN DRIVING SURFACES. TO ALLOW ACCESS TO TOP OF SHEAR CONNECTOR. 2. SOME DEMOLITION OF TOPPING SLAB WILL BE REQUIRED TO ACCESS WELD TIE. SEE HORIZONTAL SPALL REPAIR DETAIL (3) NOTIFY DESIGN PROFESSIONAL FOR FOR PROCEDURE. OBSERVATION OF SHEAR CONNECTORS PRIOR TO REPAIRING 9" WELDS NEW MEMBRANE (4) CLEAN FLANGE PLATES AS REQUIRED FOR WELD PREPARATION CONCRETE DEMO a J, (5) SALVAGE EXISTING SS BAR OR INSTALL NEW BACKER ROD o NEW JOINT SEALANT NEW SS BAR TO FLANGE PLATES, INSTALL NEW WELDS FULL LENGTH OF TOPPING SLAB BAR TO RESTORE CONNECTION DOUBLE TEE SALVAGE EXISTING (6) APPLY EPDXY PRIMER TO SHEAR _ STEELBAR CONNECTOR a a (7) CLEAN JOINT AND REPLACE BACKER =.; ROD AND JOINT SEALANT PER JOINT SEALANT REPLACEMENT DETAIL EXISTING FLANGE PLATE (B) APPLY NEW MEMBRANE PER NEW MEMBRANE DETAIL NOTES: (1) WHERE EXISTING STRIPING IS INSTALLED ON BARE CONCRETE: STRIPING SHALL BE ROUGHENED BY ABRASION, GRINDING OR SIMILAR METHOD TO ROUGHEN THE STRIPING PRIOR TO MEMBRANE APPLICATION. ALL STRIPING THAT IS LOOSE, FLAKING, OR UNBONDED SHALL BE REMOVED. TAKE CARE NOT TO DAMAGE PARKING DECK. (2) WHERE EXISTING STRIPING IS INSTALLED ON EXISTING WATERPROOFING MEMBRANE: DO NOT ABRADE OR GRIND STRIPING. ALL STRIPING THAT IS LOOSE, FLAKING, OR UNBONDED SHALL BE CAREFULLY REMOVED BY SCRAPING OR SIMILAR METHOD. DO NOT DAMAGE MEMBRANE OR PARKING DECK. (3) CONTRACTOR SHALL MATCH o,+. 0 r R r r r r EXISTING STALL LAYOUT UNLESS d'IAxr r r j INSTRUCTED OTHERWISE BY r OWNER. CONTRACTOR SHALL INDICATE PARKING STALL LAYOUT ,�aP r ■ ■ WITH CAULK OR TAPE AND NOTIFY """ DESIGN PROFESSIONAL AND ,,,, ■P ■ ■ r r OWNER FOR LAYOUT APPROVAL ""'"`■ r ■ ■ nr PRIOR TO STRIPING. (4) NOTE THAT THE NO PARKING AREAS AND SYMBOLS ARE NOT INCLUDED IN THE STALL COUNTS PROVIDED, BUT SHALL MATCH EXISTING AND SHALL BE INCLUDED WITH THIS WORK ITEM. EPDXY FILLER_ SHEAR CONNECTOR REPAIR_ ,o SHEAR CONNECTOR REPAIR 17 NOT TO SCALE 18 NOT TO SCALE NOT TO SCALE A B C D E F eirl uil �� P ; of U w c7 �F 0U z0 Y !r a aQ �a ui U� ¢o z Ow U ¢ OQ 3 z OF 0 U 04 Z } 3 N R F N U S502 SHIVEFIA7TERY ARCHITECTURE +ENGINEERING December 30, 2024 City of Iowa City ATTN: City Clerk 410 East Washington Street Iowa City, Iowa 52240 RE: 2025 Parking Garage Maintenance and Repair Project City of Iowa City Project No. T3004 Shive-Hattery has completed the cost analysis for the 2025 Parking Garages Maintenance and Repair project. The anticipated bid amount is $572,000. Please contact our office if you have any questions. Thank you, SHIVE-HATTERY, INC. Kevin Zenz, Project Manager kzenz(cDshive-hatterv.com KAZ/mjv Copy: Joe Welter, CIC Ethan Yoder, CIC Tony Altenhofen, Shive-Hattery 61 ' 1 I18 OC 330 Q 1207934 shive-hattery.com Prepared by: Joe Welter, Engineering Division, 410 East Washington Street, Iowa City, Iowa 52240, (319) 356-5144 , Resolution No. 25-16 Resolution setting a public hearing on January 21, 2025 on the project manual and estimate of cost for the construction of the 2025 Parking Garages Maintenance and Repair Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Whereas, funds for this project are available in the Parking Facility Restoration Repair, Account Number T3004. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: A public hearing on the project manual and estimate of cost for the construction of the above - mentioned project is to be held on the 21st day of January, 2025, at 6:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. The City Clerk is hereby authorized and directed to publish notice of the public hearing for the above -named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. A copy of the project manual and estimate of cost for the construction of the above -named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 7th day of January 2029 Mayor Pro T m Attest: 1 " &'- City Clerk It was moved by Moe adopted, and upon roll call there were: Ayes: X X X X X Approved by City Attorn 's Office (Jennifer Schwickerath - 12/31/2024) and seconded by Alter the Resolution be Nays: Absent: Alter Bergus Vacant Harmsen Moe Salih X Teague 41�, LocaliQ Iowa GANNETT AFFIDAVIT OF PUBLICATION Ashley Platz City Clerk's Office City Of Iowa City 410 E Washington ST Iowa City IA 52240-1825 STATE OF WISCONSIN, COUNTY OF BROWN The Iowa City Press Citizen, a newspaper printed and published in the city of Iowa, Johnson County, State of Iowa, and personal knowledge of the facts herein state and that the notice hereto annexed was Published in said newspapers in the issue: 01 /13/2025 and that the fees charged are legal. Sworn to and subscribed before on 01/13/2025 My commission expires Publication Cost: $40.60 Tax Amount: $0.00 Payment Cost: $40.60 Order No: 10929390 Customer No: 1249729 PO #: THIS IS NOT AN INVOICE! Please do not use this form for payment remittance. VICKY FELTY Notary Public State of Wisconsin # of Copies: PO Box 631851 Cincinnati, OH 45263-1851 NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTI- MATED COST FOR THE 2025 PARKING GARAGES MAINTE- NANCE AND REPAIRS PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on the Proiect Manual, including the plans, specifications, contract, and estimated cost for the construction of the 2025 Parking Garages Maintenance and Repair in said city at 6:00 p.m. on the 21st day of January 2025, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 East Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. This proiect includes sealant replacement, concrete repairs, membrane placement, and other miscellaneous repairs, and is located at two locations, 220 South Dubuque Street, Iowa City, Iowa 52240 and 1 South Gilbert Street, Iowa City, Iowa 52240. Said Proiect Manual and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said Proiect Manual or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by low. Kellie K. Grace, City Clerk Page 1 of 1 Tb Prepared by: Joe Welter, Engineering Division, Public Works, 410 East Washington Street, Iowa City, Iowa 52240 (319) 356-5144 Resolution No. 25-28 Resolution approving project manual and estimate of cost for the construction of the 2025 Parking Garages Maintenance and Repair Project, establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the project manual and estimate of cost for the above -named project was published as required by law, and the hearing thereon held; and Whereas, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in the Parking Facility Restoration Repair account # T3004. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: The project manual and estimate of cost for the above -named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above -named project shall be in the amount of 10% (ten percent) of bid payable to City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builders of Iowa, and the Iowa League of Cities website. 4. Sealed bids for the above -named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 3:00 p.m. on the 27th day of February, 2025. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 6:00 p.m. on the 11th day of March, 2025, or at a special meeting called for that purpose. Passed and approved this 21st day of January , 2025 Ma§dr Approved by/ Attest: �' i V ace -,- City lerk City Attorn 's Office (Liz Craig — 01/15/2025) Resolution No. 25-28 Page 2 It was moved by Moe adopted, and upon roll call there were: Ayes: x x x x X x and seconded by Nays: Alter Absent: Alter Bergus Vacant Harmsen Moe Salih Teague the Resolution be Kellie Grace From: Cindy Adams <CAdams@mbi.build> Sent: Thursday, January 23, 2025 10:23 AM To: Kellie Grace Subject: Certificate for Notice to Bidders Attachments: We sent you safe versions of your files AA RISK ** This email originated outside of the City of Iowa City email system. Please take extra care opening any links or attachments. ** Mimecast Attachment Protection was unable to create safe copies of your attachments. Certificate The undersigned, being first duly sworn on oath, states that The Construction Update Plan Room Network ("CU Network") is a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned, the duly qualified and acting President / CEO of the CU Network, and that as such President / CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS Iowa City — Ashton House & Project GREEN Gardens Ecological Restoration & Recreation Amenities REAP Grant PROJECT Iowa City — High -Service Pump VFD Replacement Project Iowa City — N. Gilbert Street Reconstruction Project Iowa City — 2025 Parking Garages Maintenance and Repair Project Iowa City — Senior Center Exterior Door and Window Replacement Project A printed copy of which is attached and made part of this certificate, to be posted in the Construction Update Network Plan Room, a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation, on the following date(s): January 23, 2025 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. January 23, 2025 Date President/CEO of The Construction Update Plan Room Network Cindy Adams Project Information Specialist Master Builders of Iowa P (515) 402-9858 E CAdams#MBl.Build I W www.MBI.Build NOTICE TO BIDDERS 2025 PARKING GARAGES MAINTENANCE AND REPAIR PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3 P.M. on the 27' day of February 2025. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 11th day of March, 2025, or at special meeting called for that purpose. The Project will involve the following: sealant replacement, concrete repairs, painting, membrane placement, and other miscellaneous repairs at the Dubuque Street and Tower Place Parking Ramps. All work is to be done in strict compliance with the Project Manual prepared by Shive-Hattery, Inc., of Iowa City, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 00 61 10) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 00 61 10) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 00 61 10, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of one (1) year from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Start Date: May 19, 2025 Substantial Completion Date: August 8, 2025 Final Completion Date: September 8, 2025 Liquidated Damages: $250.00 per day All of the bid items listed in Section 00 42 10 — Proposal shall be completed by the Substantial Completion Date. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll -Free: (800) 779-0093. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall list on the Contract its subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE GRACE, CITY CLERK AJh� I I IOWA LEAGUE QfCITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS 2025 Parking Garages Maintenance and Repair Project Classified ID: 111737565857 A printed copy of which is attached and made part of this certificate, provided on 01/23/2025 to be posted on the Iowa League of Cities internet site on the following date: 2025-01-23 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 01/23/2025 a � w Alan Kemp, Executive Director r NOTICE TO BIDDERS 2025 PARKING GARAGES MAINTENANCE AND REPAIR PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3 P.M. on the 271h day of February 2025. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 11th day of March, 2025, or at special meeting called for that purpose. The Project will involve the following: sealant replacement, concrete repairs, painting, membrane placement, and other miscellaneous repairs at the Dubuque Street and Tower Place Parking Ramps. All work is to be done in strict compliance with the Project Manual prepared by Shive-Hattery, Inc., of Iowa City, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 00 61 10) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the.approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 00 61 10) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 00 61 10, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of one (1) year from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Start Date: May 19, 2025 Substantial Completion Date: August 8, 2025 Final Completion Date: September 8, 2025 Liquidated Damages: $250.00 per day All of the bid items listed in Section 00 42 10 — Proposal shall be completed by the Substantial Completion Date. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll -Free: (800) 779-0093. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall list on the Contract its subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE GRACE, CITY CLERK Prepared by: Joe Welter, Engineering Division, 410 East Washington Street, Iowa City, Iowa 52240 (319) 356-5144 Resolution No. 25-58 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the 2025 Parking Garages Maintenance and Repair Project Whereas, Fisher Building Services, Inc. of Omaha. Nebraska has submitted the lowest responsive, responsible bid of $399,244.00 for construction of the above -named project; and Whereas, funds for this project are available in the Parking Facility Restoration Repair, account # T3004. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: The contract for the construction of the above -named project is hereby awarded to Fisher Building Services, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above -named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 3. The City Engineer and City Manager are authorized to execute change orders according to the City's Purchasing Policy as they may become necessary in the construction of the above -named project. Passed and approved this llth day of March , 2025 M or Attest : �✓ V 'ZG�C City Clerk It was moved by Moe and seconded by adopted, and upon roll call there were: Ayes: x Nays: Approved by City Attorneyffi s ce (Sue Dulek - 03/05/2025) Salih Absent: Alter Bergus Vacant Harmsen Moe Salih Teague the Resolution be 0061 10; PERFORMANCE, PAYMENT, AND MAINTENANCE BOND Y?t o. 2365238 Know All by These Presents: „ That we, Fisher Building Services, Inc. of Omaha, Nebraska, as Principal (hereinafter th-6 "Contractor" or "Principal") andswiss Re Corporate Solutions America Insurance Corporatioras Surety are held and r,lCmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of three hundred ninety-nine thousand two hundred forty-four dollars ($399,244.00), lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns, jointly or severally, firmly by these presents. The conditions of the above obligations are such that whereas said Contractor entered into a contract with the Jurisdiction, bearing date the day of "Ni I Lfg%s- , (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: Project Description: sealant replacement, concrete repairs, FRP wrap, weld tie repairs, painting, membrane replacement, steel stair improvements, and other miscellaneous repairs at the Capitol Street Parking Ramp.. To faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: Performance: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. Payment: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until completion of the improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 2025 Parking Garages Maintenance and Repair 00 61 10 — Page 1 of 4 r -..a r� ti 3. Maintenance: The Contractor and the Surety on this Bond hereby agree, at their own expense: a. To remedy any and all defects that may develop in or result from work to be> performed under the Contract within the period of two years (2) from the date of acceptance.pf the work under in constructioh of said the Contract, by reason of defects in workmanshipor materials used nw work; b. To keep all work in continuous good repair; and wj C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Jurisdiction all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. 4. General: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: a. To consent without notice to any extension of time to the Contractor in which to perform the Contract; b. To consent without notice to any change in the Contract or Contract Documents, which thereby increases the total contract price and the penal sum of this bond, provided that all such changes do not, in the aggregate, involve an increase of more than 20% of the total contract price, and that this bond shall then be released as to such excess increase; and C. To consent without notice that this Bond shall remain in full force and effect until the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. d. That no provision of this Bond or of any other contract shall be valid that limits to less than two years (2) after the acceptance of the work under the Contract the right to sue on this Bond. e. That as used herein, the phrase "all outlay and expense is not to be limited in any way, but shall include the actual and reasonable costs and expenses incurred by the Jurisdiction including interest, benefits, and overhead where applicable. Accordingly, "all outlay and expense" would include but not be limited to all contract or employee expense, all equipment usage or rental, materials, testing, outside experts, attorneys' fees (including overhead expenses of the Jurisdiction's staff attorneys), and all costs and expenses of litigation as they are incurred by the Jurisdiction. It is intended the Contractor and Surety will defend and indemnify the Jurisdiction on all claims made against the Jurisdiction on account of Contractor's failure to perform as required in the Contract and Contract Documents, that all agreements and promises set forth in the Contract and Contract Documents, in approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction will be fully indemnified so that it will be put into the position it would have been in had the Contract been performed in the first instance as required. In the event the Jurisdiction incurs any "outlay and expense" in defending itself against any claim as to which the Contractor or Surety should have provided the defense, or in the enforcement of the promises given by the Contractor in the Contract, Contract Documents, or approved change orders, or in the enforcement of the promises given by the Contractor and Surety in this Bond, the Contractor and Surety agree that they will make the Jurisdiction whole for all such outlay and expense, provided that the Surety's obligation under this bond shall not exceed 125% of the penal sum of this bond. 2025 Parking Garages Maintenance and Repair 00 61 10 — Page 2 of 4 In the event that any actions or proceedings are initiated regarding this Bond, the parties agree that the venue thereof shall be Johnson County, State of Iowa. If legal action is required by the Jurisdiction to enforce the provisions of this Bond or to collect the monetary obligation incurring to the benefit of the Jurisdiction, the Contractor and the Surety agree, jointly, and severally, to pay the Jurisdiction all outlay and expense incurred therefor by the Jurisdiction. All rights, powers, and remedies of the Jurisdiction hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers, and remedies given to the Jurisdiction, by law. The Jurisdiction may proceed against surety for any amount guaranteed hereunder whether action is brought against the Contractor or whether Contractor is joined in any such action(s) or not. Now therefore, the condition of this obligation is such that if said Principal shall faithfully perform all the promises of the Principal, as set forth and provided in the Contract and in this Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. When a work, term, or phrase is used in this Bond, it shall be interpreted or construed first as defined in this Bond and the Contract; second, if not defined in the Bond or Contract, it shall be interpreted or construed as defined in applicable provisions of the Iowa Code; third, if not defined in the Iowa Code, it shall be interpreted or construed according to its generally accepted meaning in the construction industry; and fourth, if it has no generally accepted meaning in the construction industry, it shall be interpreted or construed according to its common or customary usage. Failure to specify or particularize shall not exclude terms or provisions not mentioned and shall not limit liability hereunder. The Contract is hereby made a part of this Bond. 2025 Parking Garages Maintenance and Repair 00 61 10 — Page 3 of 4 PRINCIPAL: Fisher Building Services, Inc. 64m] r'4'r Printed Name of Contractor Officer By Signature. of Contractor Officer 1;I'Ce ((fLrPJl- Title of Contractor Officer SURETY: Swiss Re Corporate Solutions America Insurance Corporation Surety Company Name By !&,jVa14 of Att6_rney--in--%6f Jacqueline L. Drey Printed Name of Attorney -in -Fact &ir FNIC Company Name of Attorney -in -Fact 14010 FNB Pkwy, Suite 300 Company Address of Attorney -in -Fact Omaha, NE 68154 City, State, Zip Code of Attorney -in -Fact 402-861-7000 Telephone Number of Attorney -in -Fact 2025 Parking Garages Maintenance and Repair 00 61 10 — Page 4 of 4 SWISS RE CORPORATE SOLUTIONS SWISS RE CORPORATE SOLUTIONS AMERICA INSURANCE CORPORATION ("SRCSAIC") SWISS RE CORPORATE SOLUTIONS PREMIER INSURANCE CORPORATION ("SRCSPIC") WESTPORT INSURANCE CORPORATION ("WIC') GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT SRCSAIC, a corporation duly organized and existing under laws of the State of Missouri, and having its principal office in the City of Kansas City, Missouri, and SRCSPIC, a corporation organized and existing under the.laws of the State of Missouri and having its principal office in the City of Kansas City, Missouri, and WIC, organized under the laws of the State of Missouri, and having its principal office in the City of Kansas City, Missouri, each does hereby make, constitute and appoint: DAVID A. DOMINIANI, JOAN LEU, MAURA P. KELLY, SHARON K. MURRAY, JACQUELINE L. DREY, and DU�STIN COOPER JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: TWO HUNDRED MILLION ($200,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both SRCSAIC and SRCSPIC at meetings duly called and held on the 18th of November 2021 and WIC by written consent of its Executive Committee dated July 18, 2011. "RESOLVED, that any two of the President, any Managing Director, any Senior Vice President, any Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is, authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Corporation bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Corporation; and it is any FURTHER RESOLVED, that the signature of such officers and the seal of the Corporation may be affixed to any such Power of Attorney or to certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be .ine upon the Corporation when so affixed and in the future with reetard to anv bond, undertaking or contract of surety to which it is attached." ,,,,,I........ ,,,Ilwrlllllry �pNSANEq.``NS REM/Fglyay (�iJ^�.�°"M•'., C �µPORAj PG c'�cip: pPPORq� :vG B 1 QD C ' :SEAL Erik Janssens, Senior Vice President of SRCSAIC & Senior Vice President , n' 4 n I ? . w s - of SRCSPIC & Senior Vice President of W IC Xjj ••• ••*•• y Gerald Jagrowsid, Vice President ofSRCSAIC& Vice President ofSRCSPIC & Vice President of WIC IN WITNESS WHEREOF, SRCSAIC, SRCSPIC, and WIC have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 10 day of NOVEMBER 20 22 Swiss Re Corporate Solutions America Insurance Corporation State of Illinois Swiss Re Corporate Solutions Premier Insurance Corporation County of Cook ED Westport Insurance Corporation On this 10 day of NOVEMBER 20 22� before me, a Notary Public personally appeared Erik Janssens , Senior Vice President of SRCSAIC and Senior Vice President of SRCSPIC and Senior Vice President of WIC and Gerald Jagrowski , Vice President of SRCSAIC and Vice President of SPCSPIC and Vice President of WIC, personally known to me, who being by me duly swom, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OMCM sl_AAL C14RISTINA MANISCO NOTARY PUBLIC, STATE OF 11MM t1 gn commit, f� ytres Merdt tax l p I, Jeffrey Goldberg, the duly elected Senior Vice President and Assistant Secretary of SRCSAIC and SRCSPIC and WIC, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said SRCSAIC and SRCSPIC and WIC, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 21St day of MarCh 20 25 . Jeffrey Goldberg, Senior Vice President & Assistant Secretary of SRCSAIC and SRCSPIC and WIC ENGINEER'S REPORT October 28, 2025 City Clerk Iowa City, Iowa Re: 2025 Parking Garages Maintenance and Repair Project Dear City Clerk: CITY OF IOWA CITY 410 East Whabb g on Street Iowa City, Iowa 52240 - 182 6 (319) 356 - 5000 (319) 356 - 5009 100K WV1W ie84v arg I hereby certify that the construction of the 2025 Parking Garages Maintenance and Repair Project has been completed by Fisher Building Services, Inc. of Omaha, Nebraska in substantial accordance with the plans and specifications prepared by Shive-Hattery, Inc. of Iowa City, Iowa. The project was bid as a unit price contract, and the final contract price is $398,647.50. There was one (1) change order on this project, as described below: 1 Change Order Description A more complex repair of an expansion joint on Level 2 of the Dubuque Street Ramp and adjustment for final constructed quantities TOTAL Net Contract Change -$596.50 -$596.50 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, P.E. City Engineer Prepared by: Joe Welter, Engineering Division, Public Works, 410 East Washington Street, Iowa City, IA 52240 (319) 356-5144 Resolution No. Resolution accepting the work Maintenance and Repair Project 25-258 for the 2025 Parking Garages Whereas, the Engineering Division has recommended that the work for construction of the 2025 Parking Garages Maintenance and Repair Project, as included in a contract between the City of Iowa City and Fisher Building Services, Inc. of Omaha, Nebraska, dated April 3, 2025, be accepted; and Whereas, the Engineer's Report and the Performance, Payment and Maintenance Bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Parking Facility Restoration Repair account # T3004; and Whereas, the final contract price is $398,647.50. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 3rd day of November , 2025 Mayor Attest:"Lc- City Clerk It was moved by Salih and seconded by adopted, and upon roll call there were: Ayes: Nays: Approved by Z/�—�- City Attorney' Office (Liz Craig—10/30/2025) Moe Absent: Alter Bergus Harmsen Moe Salih Teague Weilein the Resolution be