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STORAGE BUILDING WATER POLLUTION CONTRACT DOCUMENTS
STORAGE BUILDING WATER POLLUTION CONTROL FACILITY CITY OF WATERLOO, IOWA Prepared For: City of Waterloo, Iowa Prepared By: AECOM ... October 2008 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licersed Professional Engineer under the laws of the state of Iowa. ///d 1 496 • • • STEVEN J. EATON Date 7982 _ = = License No. 7982 -11 • 0'�F Mud ' ��' * My license renewal date is December 31, 2009. _ -sic ) ti NAL � ���1/4 "1""""0�" Pages or sheets covered by this seat: All Sheets Date Issued: — I STORAGE BUILDING WATER POLLUTION CONTROL FACILITY CITY OF WATERLOO WATERLOO, IOWA OWNER: CITY CF WATERLOO MAYOR: TIM HURLEY ENGINEER. AECOM Waterloo, Iowa 319-232-6531 Fax 319-232-0271 BID DUE DATE: NOVEMBER 24, 2008 4:00 P.M. CITY HALL WATERLOO, IOWA STORAGE BUILDING WATER POLLUTION CONTROL FACILITY CONTRACT DOCUMENTS TABLE OF CONTENTS Pane NOTICE TO BIDDERS NB-1 NOTICE OF PUBLIC HEARING NPH-1 -3 INSTRUCTIONS TO BIDDERS IB-1 -8 FORM OF BID OR PROPOSAL BP-1 -2 BID BOND BB-1 SALES TAX EXEMPTION ST-1 NON-COLLUSION AFFIDAVITS NCA-1 -2 EQUAL OPPORTUNITY CLAUSE EO-1 -2 RESIDENT BIDDER CERTIFICATION R-1 AFFIRMATIVE ACTION PROGRAM AAP-1 -7 ITEMS OF POTENTIAL WORK FOR MBE/WBE PARTICIPATION M-1 SUBCONTRACTOR'S BID REQUEST FORM M-2 LETTER FORM FOR SUBCONTRACTOR QUOTES M-3 LETTER OF INTENT TO BID M-4 MBE AND/OR WBE PREBID CONTACT INFORMATION FORM INSTRUCTIONS M-5 MBE AND/OR WBE PREBID CONTACT INFORMATION FORM M-6 CERTIFIED MBE/WBE CONTRACTORS-CITY OF WATERLOO 1-7 STATEMENT OF BIDDER'S QUALIFICATIONS SB-1 -2 FORM OF CONTRACT C-1 -3 BOND B-1 GENERAL SPECIAL PROVISIONS GSP-1 -3 SPECIAL PROVISIONS SP-1 -2 GENERAL SPECIFICATIONS FOR CONSTRUCTION GS-1 - 14 SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION SGS-1 TECHNICAL SPECIFICATIONS: Section 01112 Summary of Work 01112-1 -2 Section 01316 Engineer's Status During Construction 01316-1 -3 Section 01340 Submittals 01340-1 -7 Section 01500 Temporary Construction Facilities and Utilities 01500-1 -3 Section 01740 Cleaning 01740-1 Section 01788 Project Record Documents 01788-1 -2 Section 02111 Structural Fill 02111-1 Section 02301 Portland Cement Concrete Pavement 02301-1 r. Section 02402 Excavation for Structures 02402-1 Section 02403 Structural Concrete 02403-1 Storage Building,WPCF Page 1 of 2 City of Waterloo, Iowa AECOM- 106083 Section 02404 Reinforcement 02404-1 Section 07210 Building Insulation 07210-1 -2 Section 07920 Joint Sealants 07920-1 -4 _ Section 08361 Steel Insulated Sectional Overhead Doors 08361-1 -5 Section 13125 Metal Building Systems 13125-1 - 16 Section 15060 Pipe Hangers,Supports and Anchors 15060-1 —8 Section 15075 Piping and Equipment Identification 15075-1 —4 Section 15100 Plumbing Systems 15100-1 -7 END OF TABLE OF CONTENTS Storage Building,WPCF Page 1 of 2 City of Waterloo, Iowa AECOM- 106083 NOTICE TO BIDDERS for the Taking of Construction Bids for the STORAGE BUILDING WATER POLLUTION CONTROL FACILITY in the City of Waterloo, Iowa Time and Place for Receiving Sealed Proposals. Sealed proposals for the work under the proposed contract, as stated below, must be filed before 4:00 p.m. on December 1, 2008, in the office of the City Clerk, 1st Floor, City Hall, 715 Mulberry Street,Waterloo, Iowa, 50703. Time and Place Sealed Proposals will be Opened and Considered. Sealed proposals will be opened and bids read at 5:30 p.m. on December 1, 2008, in the Council Chambers, 2nd Floor, City Hall, 715 Mulberry Street, Waterloo, Iowa, for consideration by the City Council. The City of Waterloo reserves the right to reject any and all bids. Time for Beginning and Completion of Work. The work under the proposed contract shall be commenced upon approval of the contract by the Council and issuance of a Notice to Proceed, and completed by June 30, 2009. Bid Security. Each bidder shall accompany its bid with bid security as defined in Code of Iowa Section 38.8 and as specified by the governmental entity. Contract Documents. Copies of the contract documents are available from Waterloo offices of AECOM, 501 Sycamore Street, Waterloo, Iowa, 50703, at a nonrefundable cost of$25.00 per set. Sales Tax. The bidder should not include sales tax in the bid. A sales tax exemption certificate will be available for all material purchased for incorporation in the project. General Nature of Public Improvement. The extent of the work involved is the construction of a 70' x 150' storage building at the Water Pollution Control Facility, which includes concrete foundations, concrete floors, floor drains, sanitary piping, and a pre-engineered steel building with overhead doors and an internal restroom. Published pursuant to the provisions of Chapter 38 of the Code of Iowa and upon order of the City Council of said '— Waterloo, Iowa, on the day of , 2008. CITY OF WATERLOO, IOWA r` BY: Nancy Eckert City Clerk Storage Building, WPCF City of Waterloo, Iowa NB-1 AECOM- 106083 NOTICE OF PUBLIC HEARING for the Taking of Construction Bids for the STORAGE BUILDING WATER POLLUTION CONTROL FACILITY in the City of Waterloo, Iowa RECEIVING OF BIDS Sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at her office in the City Hall of the said City on the 1st of December, 2008, until 4:00 p.m. for the construction of the STORAGE BUILDING at the WATER POLLUTION CONTROL FACILITY, as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS All proposals received will be opened in open Council meeting to be held in the Council Chambers in the City Hall in the City of Waterloo, Iowa, on the 1st day of December, 2008, at 5:30 p.m., and the proposals will be acted upon at such later time and place as may then be fixed. PUBLIC HEARING Notice is hereby given that the Council of said City will conduct a public hearing on the proposed plans, specifications, form of contract, and estimate of cost for the construction of the above-described improvement project at 5:30 p.m. on December 1, 2008, said hearing to be held in the Council Chambers in the City Hall in said City. The proposed plans, specifications, form of contract, and estimate of cost for said improvements heretofore prepared by AECOM of the City of Waterloo are now on file in the office of the City Clerk for public examination, and any person interested therein may file written objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto with the City Clerk before the date set for said hearing, or appear and -- make objection thereto at the meeting above set forth. SCOPE OF WORK "— The extent of the work involved is the construction of a 70' x 150' storage building at the Water Pollution Control Facility, which includes concrete foundations, concrete floors, floor drains, sanitary piping, and a pre-engineered steel building with overhead doors and an internal restroom. BEGINNING AND COMPLETION DATES The work under the proposed contract shall be commenced within ten (10)working days after receipt of"Notice to Proceed"and shall be completed on or before June 30,2009. METHOD OF PAYMENT TO CONTRACTOR The Contractor will be paid against bi-monthly estimates in cash on the basis of ninety-five percent (95%) of the work as same is completed and materials delivered and work approved. Final payment will be made thirty-one (31) days after completion of the work and acceptance by the Council. Before final payment is made, vouchers showing that all subcontractors and workmen and all persons furnishing materials have been fully paid for such materials and labor will be required unless the City is satisfied that material, men and laborers have been paid. The Contractor is hereby notified that if the City does not have cash on hand to pay monthly pay estimates, according to Chapter 384.57 of the Code of Iowa, payment may be made by anticipatory warrants issued bearing a rate of interest not exceeding that permitted by Chapter 74A, Code of Iowa. PLANS AND SPECIFICATIONS .... Plans and Specifications governing the construction of the proposed improvements have been prepared by AECOM, which plans and specifications and also the prior proceedings of the City Council referring to and defining said proposed improvements are hereby made a part of this notice, and the proposed contract by reference shall be executed in compliance therewith. Storage Building, WPCF - City of Waterloo, Iowa NPH-1 AECOM- 106083 Plans and Specifications are obtainable by a qualified bidder from the Waterloo offices of AECOM, 501 Sycamore Street, Suite 222, Waterloo, Iowa, 50703, upon a payment of$25.00. The payment is not refundable. The prime —' contractor, subcontractors, or suppliers working on the project shall retain their own set of plans and specifications for use on the project. CONTRACT AWARD A contract will be awarded to the qualified bidder submitting the lowest total bid. The City reserves the right to reject any or all bids, readvertise for new bids, and to waive informalities in the bids — submitted that may be in the best interest of the City. Bids may be held by the City of Waterloo, Iowa, for a period not to exceed thirty (30) days from the date of the opening of bids for the purpose of reviewing the bids and investigating the qualifications of bidders, prior to awarding the contract. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced with _. the State of Iowa and preference will be given to local domestic labor in the construction of the improvement. PROPOSALS SUBMITTED The bidder shall submit bids on the items listed in the proposal. The bidder shall clearly write or type the unit bid price and the bid item extension (Unit Price x Estimated Qty) in numerals on the blanks provided. Should there be any discrepancy between the unit bid price and extension, the City of Waterloo shall consider the unit bid price as being the valid unit bid price. The bidder has the option to submit a computer-generated spreadsheet in lieu of the portion of the Form of Bid or Proposal, which includes the Bid Item Number, Description, Unit, Estimated Quantity, Unit Bid Price, Total Bid Price and Total Bid. The computer-generated spreadsheet shall include all of the information listed in that portion of the — Form of Bid or Proposal as well as bear the signature of the Prime Contractor submitting the bid. For the bidders who submit a computer-generated spreadsheet, the TOTAL BID (with alternates, if applicable) shall also be indicated in the space(s)provided on the Form of Bid or Proposal. BID SECURITY REQUIRED All bids must be accompanied in a separate envelope by a certified or cashier's check drawn on an Iowa bank, or a bank chartered under the laws of the United States, a certified share draft drawn on a credit union in Iowa or — chartered under the laws of the United States, or bid bond, (on the form furnished by the City) payable to the City of Waterloo, Iowa, in the sum of not less than five percent (5%) of the bid submitted, which certified check, certified share draft or bid bond will be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish the required bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bonds, his bid security may be retained by said City as agreed upon liquidated damages. If bid bond is used, it must be signed by both the Bidder and the surety or surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. BONDS The successful bidder will be required to furnish a "Performance Bond" within ten (10) days after forms are presented to him in an amount equal to one hundred percent(100%)of the contract price, said bond to be issued by a responsible surety approved by the City Council and shall guarantee the faithful performance of the contract and the terms and conditions therein contained, and shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims of any kind caused by the operations of the contractor. A separate Performance Bond will be required for each Division. Division I Performance Bond shall include Alternate A work if awarded. Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and — file a bond in the penal sum of not less than 100% of the total amount of the contract, same to be known as "Maintenance Bond," and which bond must be approved by the City Council, and which bond is in addition to the bond given by the Contractor to guarantee the completion of the work. Storage Building, WPCF City of Waterloo, Iowa NPH-2 AECOM - 106083 CONTRACT COMPLIANCE PROGRAM I SUBCONTRACTING The program proposes numerical projections regarding utilization of Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) as Subcontractors, vendors and suppliers in the performance of Contracts awarded by the City of Waterloo, Iowa. A goal of at least ten percent(10%)for MBE participation on all City funded construction projects that are estimated at $50,000.00 or more. A goal of at least two percent (2%) for WBE participation on all City funded construction projects that are estimated at $50,000.00 or more. Any project funded in part or in total with federal funds shall follow the respective agencies contract compliance program and goals. The Prime Contractor shall make "good- faith efforts" to meet the Contract Compliance MBE/WBE goals. The MBE/WBE subcontractors, suppliers or vendors must provide the Prime Contractor a reasonably competitive price for the service being rendered or the Contractor is not required to accept their bid. LIQUIDATED DAMAGES Time is an essential element of this contract. It is important that the work be diligently pursued to completion. If the work is not completed within the specified contract period, plus authorized extensions, the contractor shall pay to the City Liquidated Damages in the amount of one thousand dollars ($300.00) per day, for each day, as further described herein, in excess of the authorized time. Days beyond the specified completion date for which Liquidated Damages will be charged will be working days that the contractor does, or could have worked, from Monday through Saturday. Sundays will be counted only if work is performed. Partial working days will be considered as a full working day. Days not chargeable for Liquidated Damages will include rain days, Sunday if no work is done, and legal holidays. Working days will cease to be charged when only punch list items remain to be completed. Punch list items do not include contract bid items or approved change/extra work orders. When the Contractor believes the project to be substantially completed, a written notice stating the same shall be submitted to the City Building Official and a request made for a Punch List. If the work under the Contract extends beyond the normal construction season for such work the Contractor shall submit to the City Building Official in writing a request that working days counted toward the project be suspended until work is resumed the following construction season. This amount is not construed as a penalty. These damages are for the cost to the City of providing the required additional inspection, engineering and contract administration. PRE-CONSTRUCTION CONFERENCE Before the work is commenced on this contract, a conference shall be held for the purpose of discussing the contract. The conference shall be attended by City officials,the prime contractor, and all subcontractors, if any. SALES TAX EXEMPTION CERTIFICATES Contractors and approved subcontractors will be provided a Sales Tax Exemption Certification to purchase building materials or supplies in the performance of construction contracts let by the City of Waterloo. Published pursuant to the provisions of Division VI of Chapter 384 of the City Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the_day of ,2008. CITY OF WATERLOO, IOWA BY: Nancy Eckert City Clerk Storage Building, WPCF City of Waterloo, Iowa NPH-3 AECOM - 106083 INSTRUCTIONS TO BIDDERS 1. EXPLANATIONS TO BIDDERS Any explanation desired by a bidder regarding the meaning or interpretation of the Notice to Bidders, Plans, Specifications, etc., must be requested in writing and with sufficient time allowed for a reply to reach bidders before submission of their bids. Any interpretation made will be in the form of an amendment of the Notice to Bidders, Plans, Specifications, etc., and will be furnished to all prospective bidders. Its receipt by the bidder must be acknowledged in the space provided on the Proposal Form or by letter or telegram received before the time set for opening of bids. Oral explanations or instructions given before the award of the contract will not be binding. 2. EXAMINATION OF PROPOSED WORK Bidders should visit the site and take such other steps as may be reasonably necessary to ascertain the nature and location of the work, and the general and local conditions which can affect the work or the cost thereof. Failure to do so will not relieve bidders from responsibility for estimating properly the difficulty or cost of successfully performing the work. The owner will assume no responsibility for any understanding or representation concerning conditions made by any of its officers or agents prior to the execution of the contract, unless included in the Notice to Bidders,the Specifications or related documents. 3. PREPARATION OF BIDS a. Bids shall be submitted on the forms furnished, or copies thereof, and must be manually signed. If erasures or other changes appear on the forms, each erasure or change must be initialed by the person signing the bid. The bidder has the option to submit a computer-generated spreadsheet in lieu of the portion of the Form of Bid or Proposal, which includes the Bid Item Number, Description, Unit, Estimated Quantity, Unit Bid Price,Total Bid Price, and Total Bid. The computer-generated spreadsheet shall include all of the information listed in that portion of the Form of Bid or Proposal as well as bear the signature of the Prime Contractor submitting the bid. For the bidders who submit a computer- generated spread- sheet, the TOTAL BID (with alternates, if applicable) shall also be indicated in the space(s)provided on the Form of Bid or Proposal. b. The Bid Form may provide for submission of a price or prices for one or more items,which may be lump sum bids, alternate prices, schedule items resulting in a bid on a unit of construction or a combination thereof, etc. When the Bid Form explicitly requires that the bidder bid on all items, failure to do so will disqualify the bid. When submission of a price on all items is not required, bidders should insert the words "no bid" in the space provided for any item on which no price is submitted. c. Unless called for,alternate bids will not be considered. d. Modifications of bids already submitted will be considered if received at the office designated in the Notice to Bidders by the time set for closing of bids. Telegraphic modifications will be considered, but should not reveal the amount of the original or revised bid. e. In preparing his bid, the bidder shall specify the price, written legibly in ink or with the typewriter, at which he proposes to do each item of work. The unit price shall be stated in figures in the blank space provided (i.e., $7.14). In items where unit price is required, the total amount of each item shall be computed at the unit prices bid for the quantities given on the Bid Form and stated in figures in the blank space provided. If the bidder chooses to submit the unit prices, total bid price, and total bid on a computer- generated spreadsheet, all numbers shall be easily legible. f. Any changes or alterations made in the Bid Form, or any addition thereto,may cause the rejection of the bid. No bid will be considered which contains a clause in which the contractor reserves the Storage Building, WPCF IB-1 City of Waterloo, Iowa AECOM- 106083 right to accept or reject a contract awarded him by the city Council of Waterloo. Bids in which the unit prices are obviously unbalanced may be rejected. 4. SUBMISSION OF BIDS .— a. A bid must be sealed in a separate envelope and marked to indicate its contents and be accompanied by the bid security in a separate envelope. If forwarded by mail, the two envelopes shall be placed in a third and mailed to the City Clerk/Auditor. All bids must be filed with the City Clerk/Auditor of the City of Waterloo at his office in the City Hall before the time specified for closing bids. b. Bids received prior to the advertised hour of opening will be securely kept sealed. The officer whose duty it is to open them will decide when the specified time has arrived, and no bid received thereafter will be considered; except that when a bid arrives by mail after the time fixed for opening, but before the reading of all other bids is completed, and it is shown to the satisfaction of the City of Waterloo, Iowa,that the non-arrival on time was due solely to delay in the mails for which the bidder was not responsible, such bid will be received and considered. c. Bidders are cautioned that, while telegraphic modifications of bids may be received as provided above,such modifications, if not explicit and if in any sense subject to misinterpretation, shall made the bid so modified or amended, subject to rejection. 5. LATE BIDS AND MODIFICATIONS OR WITHDRAWALS Bids and modifications or withdrawals thereof received at the office designated in the Notice to Bidders after -- the exact time set for closing of bids will not be considered. However,a modification which is received from an otherwise successful bidder, and which makes the terms of the bid more favorable to the City of Waterloo, will be considered at any time it is received and may therefore be accepted. Bids may be withdrawn by written or telegraphic request received from bidders prior to the time set for closing of bids. 6. PUBLIC OPENING OF BIDS Bids will be publicly opened at that time and place set for opening in the Notice to Bidders. Their content will be made public for the information of bidders and others interested who may be present either in person or by representative. 7. BID SECURITY REQUIRED All bids must be accompanied in a separate envelope by a certified or cashier's check drawn on an Iowa bank, or a bank chartered under the laws of the United States, a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, or bid bond (on the form furnished by the City) _ payable to the City of Waterloo, Iowa, in the sum of not less than five percent (5%) of the bid submitted, which certified check, certified share draft or bid bond will be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish the required bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bond, his bid security may be retained by said City as agreed upon liquidated damages. If bid bond is used, it must be signed by both the bidder and the surety or surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. 8. COLLUSIVE AGREEMENTS a. Each bidder submitting a bid shall execute and include with the bid, a Non-Collusion Affidavit in the form herein provided,to the effect that he as not colluded with any other person,firm, or corporation in regard to any bid submitted. b. Each bidder submitting a bid shall have each proposed subcontractor, if any, execute and submit to the City Contract Compliance Officer by 5:00 P.M. the business day following the day bids on this project are due, a Non-Collusion Affidavit in the form herein provided, to the effect that he has not �— colluded with any other person, firm, or corporation in regard to any bid submitted. Before executing any subcontract, the successful bidder shall submit the name of any proposed subcontractor for approval by the City. Storage Building, WPCF IB-2 City of Waterloo, Iowa AECOM- 106083 9. MINORITY AND/OR WOMEN BUSINESS ENTERPRISE SUBCONTRACTORS a. CITY OF WATERLOO AND/OR WOMEN BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM The City of Waterloo Minority and/or Women Business Enterprise Pre-Bid Contact Information Form shall be submitted with the Form of Bid or Proposal. Failure to do so shall be grounds for the bid being rejected if subcontracting is proposed by the prime contractor. 10. MBE/WBE CONTRACT COMPLIANCE PROGRAM a. PURPOSE _ The purpose of the Contract Compliance Program (hereinafter called Program) is to act as an impetus for increasing the participation of minority and women disadvantaged business enterprise (MBE/WBE) in City awarded construction contracts. _ The Program does not propose to eliminate any bonafide contractor or subcontractor from bidding on City contracts, but it will hopefully serve as a needed stimulus to help local MBE/WBE's grow and eventually become mainstream contractors and subcontractors. This Contract Compliance Program does not propose to include any set-aside or quotas, but only flexible goals where "good-faith efforts" are required by the contractor to use MBE/WBE subcontractors. This Program shall not eliminate the need for contractors to continue their "good-faith efforts" in using MBE/WBE subcontractors on City contracts estimated at less than$50,000. The City of Waterloo will make every effort to reduce in-house construction and maintenance work that would be more cost effectively performed by the private sector and,thus,would allow additional bidding opportunities for MBE/WBE firms. The City Contract Compliance Officer shall be advised of all City of Waterloo awarded construction contracts. b. DEFINITIONS Goals: A flexible numerically expressed objective which contractors are required to make "good-faith efforts." The key to the requirement is to make documented efforts. Goals are neither set-a-sides nor a device to achieve proportional representation or equal results. Numerical goals do not create set-a-sides for specific groups, nor are they designed to achieve proportional representation or equal results. Rather, the goal-setting process in affirmative action planning is used to target and measure the effectiveness of affirmative action efforts to eradicate and prevent discrimination. Quota: ,_ A flat numerical requirement that the contractor is required to meet in order to obtain the benefit or be in compliance. The numerical goal component of affirmative action programs is not designed to be, nor may it properly or lawfully be interpreted as, permitting unlawful preferential treatment and quotas with respect to persons of any race, color, religion, sex, or national origin. The regulations at 41 CFR 60-2.12(a), 60-2.15 and 60-2.30, specifically prohibit discrimination and the use of goals as quotas. (U.S. Department of Labor) Set-Aside: An arrangement in which a particular contract is reserved for competition solely among minority and women business enterprises. Contractor: As used in this document means contractor, subcontractor, supplier, vendor, and professional service provider. Storage Building, WPCF IB-3 City of Waterloo, Iowa AECOM- 106083 Minority Business Enterprise(MBE) Any business,which is at least 51%, owned by one or more minorities and whose management and daily business operations are controlled by one or more such individuals and is on the current State Unified Certification List, or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1,2002 Women Business Enterprise(WBE): Any business which is at least 51% owned by one or more women and whose management and daily business operations are controlled by one or more such individuals and is on the current State Unified Certification List, or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1,2002 Minority: Any person or persons who are considered as socially and economically disadvantaged because of their identity as a group member without regard to their individual qualities. The groups include: Black American, Hispanic American, Native Americans, Eskimos, Aleuts, and Asian-Pacific Americans. 13 C.F.R. 124-1.1(c)(3)(ii)(1983). Lowest Responsible Bidder: Bidder who has offered the lowest bid and who has exhibited skill relative to the type of work bid on, judgment, financial responsibility, and evidence of working with the Affirmative Action Employment Program and the Contract Compliance Program. Broker: One buying or selling for others on commission or other fee basis without maintaining a warehouse or other similar inventory storage facility. Mayor's Advisory Committee: Mayor's Advisory Committee for Minority, Female, and Disadvantaged Business Enterprise. Good Faith Efforts: The successful bidder shall be selected on the basis of having submitted the lowest responsible bid. The obligation of the bidder is to make good faith efforts. The bidder can demonstrate that it has done so by the following: 1. The Prime Contractor met the project goal-No Action necessary 2. If the Prime Contractor failed to meet the goal, they must submit documentation of good faith efforts. c. CONTRACT COMPLIANCE PROGRAM SUBCONTRACTING The program proposes numerical projections or goals regarding utilization of Minority Business Enterprise(MBE)and Women Business Enterprise(WBE)as subcontractors in the performance of contracts awarded by the City of Waterloo, Iowa. A goal of at least 10% for MBE participation on all City funded construction projects that are estimated at $50,000 or more and projects under $50,000 where applicable at the Contract Compliance Officer's discretion. There is at least 2% WBE goal on City funded projects. Any project which is funded solely or in part with Federal funds shall follow the respective agencies — contract compliance program and goals. Any project which is funded solely or in part with State funds shall follow the respective agencies contract compliance program and goals. The City of Waterloo Contract Compliance Program is for City awarded construction contracts only. The prime contractor shall make "good-faith efforts" to meet the Contract Compliance MBE/WBE goals. The MBE/WBE subcontracts must provide the prime contractor a reasonably competitive price for the service being rendered or the contractor is not required to accept the bid. Administrative Reconsideration: -- As part of this reconsideration,the bidder will have the opportunity to provide written documentation or arguments concerning the issue of whether they made adequate good faith efforts to meet the goals. The bidder will have the opportunity to meet in person with the City of Waterloo's Storage Building, WPCF IB-4 City of Waterloo, Iowa AECOM- 106083 Administrative Reconsideration Committee to discuss the issue of whether they made adequate �-- good faith efforts.The Administrative Reconsideration Committee will forward a written decision on reconsideration to the Mayor and City Council,explaining the basis for finding that the bidder did or did not meet the goal or make adequate good faith efforts to do so. Documentation required will include but is not limited to the following: * Making portions of the work available for MBE/WBE subcontracting * Evidence of negotiating with MBE/WBE firms * MBE/WBE quotes obtained and non-MBE/WBE quotes used * Reasons agreements were not reached * Follow-up after initial solicitations * Efforts to assist in obtaining equipment, supplies and materials (at competitive prices), bonding, lines of credit, insurance, etc. * Evidence of past compliance or non-compliance by same contractor The Contract Compliance Officer will determine the weight to be given to each item listed above (supported by appropriate documentation)based on overall program goals. d. RESPONSIBILITIES 1. City of Waterloo A. The City Contract Compliance Officer has the responsibility to assure the City's compliance with Federal,State and Municipal regulations. B. The City Contract Compliance Officer is responsible for maintaining a current directory of certified firms. Certification of MBE/WBE/DBE contractors is through the Iowa Department of Transportation and its Unified Certification Program. Only firms certified based on guidelines prescribed in 49 CFR Part 26 and provisions of this agreement, shall be recognized as certified by the City of Waterloo. C. The City Contract Compliance Officer is responsible for making available a list of future project information notices to MBE/WBE firms. D. The City Contract Compliance Officer shall send notices to appropriate MBE/WBE firms in the directory of each bid solicitation with opening date. E. The City Contract Compliance Officer will receive MBE/WBE Letter(s)of Intent to Bid and within two(2)business days forward the complete list of MBE/WBE bidders who submitted a Letter of Intent to Bid to prime contractors. ll. Prime Contractors In order to be in compliance with the guidelines of this program, the prime contractor must show good-faith efforts in following the MBE/WBE Contract Compliance Program. Good-faith efforts include,but are not limited to,the following: A. Prime contractors shall send solicitation letters (Form CCO-3) to appropriate MBE/WBE (those certified in directory prepared by City Contract Compliance Officer) at least seven (7) working days prior to bid date. Letters should identify specific items to be subcontracted. A minimum of three (3) disadvantaged business contacts must be made and documented, if there are at least three disadvantaged businesses offering services in the area to be subcontracted (See City of Waterloo MBE/WBE Certification List). If less than three (3)are offering the services to be subcontracted, then a contact is required for — any that are listed as providing that service. If the Prime Contractor submits a MBENVBE contact not on the City's MBE/WBE list, attach a copy of the MBE/WBE/DBE Certifications from another government agency. Storage Building, WPCF IB-5 City of Waterloo, Iowa AECOM- 106083 B. If a prime contract bidder is unable to identify MBE/WBE firms to perform portions of the .� work, the City Contract Compliance Officer should be contacted for assistance immediately. C. Prime contract bidders may solicit MBE/WBE proposals by telephone or personal interviews, but all such contacts shall be confirmed by Certified Mail, or subcontract bid request forms(Form CCO-2). D. If any MBE/WBE business submitting bids is not selected for subcontract award, documentation must accompany the "MBE/WBE Business Enterprise Pre-Bid Contact Information Form" (Form CCO-4 and CCO-4A) on why the MBE/WBE was not selected. These reasons could include: a. Not low bid. Copies of the competing bids may be required for verification. b. MBE/WBE did not bid,withdrew bid or non-responsive. c. Documentation of other business-related reason for not selecting the MBE/WBE business for a subcontract. '— d. Prime contractor self performs work. e. Any other reason relied on by prime. The Contract Compliance Officer will determine the weight to be given to each item listed above(supported by appropriate documentation)based on overall program goals. E. Upon completion of the project, the Contractor shall submit the"Certification of MBE/WBE Accomplishment"(Form CCO-6)to the City of Waterloo. lll. MBE/WBE Firms A. MBE/WBE firms shall be certified by the Iowa Department of Transportation as owners and controllers of their respective businesses, or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1, 2002. B. MBE/WBE firms must perform the work on the project; they cannot act as a broker by subcontracting the work out to others. C. Each MBE/WBE firm planning to submit quotes on construction projects with goals, shall submit a Letter of Intent to Bid (Form CCO-5) to the City Contract Compliance Officer seven(7)working days prior to bid opening, listing specific items which the MBE/WBE firm is interested in bidding. If sufficient Letters of Intent to Bid are not received by the City Contract Compliance Officer seven(7)working days prior to bid opening, goals on subject project will be reduced accordingly. Agreements between the bidder/proposer and a MBE/WBE in which the MBE/WBE promises not to provide subcontracting quotations to other bidders/proposers are prohibited. e. NON-COMPLIANCE OF CONTRACTORS A. Noncompliance exists when the contractor's actions are not consistent with the requirements of the Contract Compliance Program in the areas of employment and subcontracting. B. A bidder's failure to show good-faith efforts to meet project goals or a failure to use certified MBE/WBE firms may be grounds for finding its bid not responsible. C. The Contract Compliance Officer shall submit to City Council his/her recommendation on any non-compliant contract in writing. f. NOTICE TO PROCEED Notice to proceed on any project with goals will not be issued until City Contract Compliance Officer determines the lowest responsible bidder has used good-faith efforts to comply with this _.. Compliance Program and the bid was responsive. g. CONCLUSION Storage Building,WPCF IB-6 City of Waterloo, Iowa AECOM- 106083 This program repeals or revises all sections of previous Waterloo Contract Compliance Programs. 11. EMPLOYMENT AND BUSINESS OPPORTUNITY To the greatest extent feasible, suppliers, subcontractors, and low income workers owning businesses or living in the Waterloo area must be given priority in supplying materials, bidding for subcontract work, or applying for employment by the contractor on this project. Opportunities for training and for employment arising in connection with this project,shall to the greatest extent feasible be made available to lower income persons residing in the project area. The contract area is the City of Waterloo. The City of Waterloo will require the contractor to document his efforts in securing lower income workers living in the project area and in purchasing supplies from, and awarding subcontracts to, businesses owned by persons residing in the project area. 12. STATEMENT OF BIDDER'S QUALIFICATIONS Each bidder shall, upon request of the City of Waterloo, Iowa, submit on the form furnished for that purpose (a copy of which is included in the contract documents), a statement of bidder's qualifications, his experience record in constructing the type of improvements embraced, and his organization and equipment available for the work contemplated; and, when specifically requested, a detailed financial statement. The City of Waterloo, Iowa, shall have the right to take such steps as it deems necessary to determine the ability of the bidder to perform his obligations under the contract, and the bidder shall furnish the City of Waterloo, Iowa, all such information and data for this purpose as it may request. The right is reserved to reject any bid where an investigation of the available evidence or information does not satisfy the City of Waterloo, Iowa, that the bidder is qualified to carry out properly the terms of the contract. 13. AWARD OF CONTRACT a. Award of contract will be made to that responsible bidder whose bid, conforming to the Specifications, is most advantageous to the City of Waterloo; price and other factors considered. The intention is to award to the qualified bidder submitting the lowest total for Division I work and Division II work. The intention is to issue a separate contract for the Division I work at the time of opening bids, but the right is reserved to postpone such action for a reasonable time, not exceeding thirty(30) days. The intention is to issue a separate contract for the Division II work as soon as project funding becomes available, but the right is reserved to postpone such action not to exceed one hundred twenty(120)days. b. The City Council may, when in its interest, reject any or all bids or waive any informality in bids received. c. The bidder shall submit bids on all the items listed in the proposal and shall state the unit bid price in words in the blank spaces provided beneath the item description. Should there be any discrepancy between the unit bid price in words and listed numeral unit bid price, the City of Waterloo shall consider the unit bid price in words as being the valid unit bid price. A computer- generated spreadsheet as herein provided shall also be acceptable. Proposals requiring mathematical computations to determine unit prices or totals will be rejected. 14. EXECUTION OF AGREEMENT, BOND,AND CERTIFICATE OF INSURANCE a. Subsequent to the award and within ten (10) days after the prescribed forms are presented for signature, the successful bidder shall execute and deliver to the City of Waterloo, Iowa, an agreement in the form included in the contract documents in such number of copies as the City of Waterloo, Iowa, may require. b. Having satisfied all conditions of award as set forth elsewhere in these documents, the successful bidder shall, within the period specified in paragraph "a" above, furnish a surety bond in a penal sum not less than the amount of the contract as awarded, as security for the faithful performance of the contract and terms and conditions therein contained and shall guarantee the prompt payment of all persons, firms, or corporations to whom the contractor may become legally indebted for labor, materials, tools, equipment, or services of any nature including utility and transportation services, Storage Building, WPCF 1B-7 City of Waterloo, Iowa AECOM- 106083 employed or used by him in performing the work. The bond shall protect and save harmless the City from claims and damages of any kind caused by the operations of the contractor and shall also guarantee the maintenance of the contract improvements for the period stated in the Notice of Hearing from and after completion of said improvements and their acceptance by the City. Such bond shall be in the same form as that included in the contract documents and shall bear the same date as, or a date subsequent to that of the agreement. The current Power of Attorney for the person who signs for any surety company shall be attached to such bond. c. The successful bidder shall, within the period specified in paragraph"a" above, furnish a certificate ' of insurance for approval in amounts of not less than the amounts specified in the General Specifications for Construction, Section F. No. 4"Liability Insurance," Pages 16 to 18 of 21 Pages. The certificate of insurance shall be furnished in such number of copies as the City of Waterloo may require. The City of Waterloo shall be named as an "Additional Insured." The contractor shall similarly submit his subcontractor's certificates of insurance in the amounts for approval before each commences work. The contractor shall carry or require that there be Workmen's Compensation Insurance for all his employees and those of his subcontractors engaged in work at the site, in accordance with State Workmen's Compensation Laws. d. The failure of the successful bidder to execute such agreement and to supply the required bond or bonds within ten (10) days after the prescribed forms are presented for signature, or within such extended period as the City of Waterloo, Iowa, may grant, based upon reasons determined sufficient by the City of Waterloo, Iowa, may either award the contract to the next lowest bidder or re-advertise for bids, and may charge against the bidder the difference between the amount of the bid an the amount for which a contract for the work is subsequently executed, irrespective of whether the amount thus due exceeds the amount of the bid guaranty. If a more favorable bid is _.. received by re-advertising, the defaulting bidder shall have no claim against the City of Waterloo, Iowa,for a refund. END OF INSTRUCTIONS TO BIDDERS Storage Building, WPCF IB-8 City of Waterloo, Iowa AECOM- 106083 FORM OF BID OR PROPOSAL STORAGE BUILDING WATER POLLUTION CONTROL FACILITY CITY OF WATERLOO,IOWA Honorable Mayor and City Council Waterloo, Iowa Gentlemen: 1. The undersigned,being a Corporation existing under the laws of the State of ,a Partnership consisting of _ the following partners: , having familiarized (himself) (themselves) (itself) with the existing conditions on the project area affecting the cost of the work, and with all the contract documents listed in the Table of Contents and Addenda (if any), as prepared by the City Engineer of the City of Waterloo now on file in the office of the City Clerk,City Hall,Waterloo, Iowa, hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, appurtenances, equipment, and services, including utility and transportation services required to construct and complete this STORAGE BUILDING AT THE WATER POLLUTION CONTROL FACILITY, all in accordance with the above-listed documents and for the unit prices for work in place for the following items and quantities: STORAGE BUILDING BID DESCRIPTION UNIT BID TOTAL BID• ITEM BASE BID UNIT EST.QTY. PRICE PRICE DIVISION I 1 70'X 150'Metal Building, Complete LS 1.0 $ $ TOTAL-DIVISION I $ 2. It is understood that the quantities set forth are approximate only and subject to variation and that the unit bid price for the work done shall govern in the actual payment to Contractor. 3. If written notice of the acceptance of this bid is mailed, telegraphed or delivered to the undersigned within thirty (30)days after the opening thereof,or at any time thereafter before this bid is withdrawn,the undersigned agrees to execute and deliver an agreement in the prescribed form and furnish the required bond and certificate of the insurance within ten(10)days after the agreement is presented to him for signature,and start work within ten(10) days after"Notice to Proceed"is issued. 6. It is understood that the quantities set forth are approximate only and subject to variation and that the unit bid price for the work done shall govern in the actual payment to Contractor. 7. In submitting this bid,the bidder understands that the right is reserved by the City of Waterloo, Iowa,to reject any or all bids. If written notice of the acceptance of this bid is mailed, telegraphed, or delivered to the undersigned within thirty (30) days after the opening thereof, or at any time thereafter before this bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed form and furnish the required bond and certificate of the insurance within ten (10) days after the agreement is presented to him for signature, and start work within ten(10)days after"Notice to Proceed"is issued. 8. Security in the sum of — Dollars($ )in the form of , is submitted herewith in accordance with the INSTRUCTIONS TO BIDDERS. Storage Building,WPCF City of Waterloo, Iowa BP-1 AECOM- 106083 8. Security in the sum of Dollars($ )in the form of , is submitted herewith in accordance with the INSTRUCTIONS TO BIDDERS. 9. Attached hereto is a Non-Collusion Affidavit of Prime Contractor. — 10. The bidder is prepared to submit a financial and experience statement upon request. 11. The Prime Contractor and Subcontractor(s),which have performed an aggregate of$10,000.00 in work for the City in the current calendar year, are prepared to submit an AAP or Update and an EOC,within ten (10)days of notification that the bid submitted is lowest and acceptable. 12. The bidder has received the following Addendum or Addenda: Addendum No. Date 13. The bidder shall list the MBE/WBE subcontractor(s), amount of subcontracts and bid items on the City of Waterloo Minority and/or Women Business Pre-bid Contact Information Form submitted with this Form of Bid or Proposal. The apparent low Bidder shall submit a list of all other Subcontractor(s)to be used on this Project to the City of Waterloo by 5:00 p.m.the business day following the day Bids on this Project are due along with the Non-Collusion Affidavits of All Subcontractor(s). The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer cannot be changed except for the following reasons: 1) The City of Waterloo does not approve the subcontractors. 2) The subcontractors submit in writing that they cannot fulfill their subcontracts. 14. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked"none"or"NA". — 15. The bidder has attached all applicable forms. 16. The Owner reserves the right to select alternates, delete line items, and/or to reduce quantities prior to the award of a contract due to budgetary limitations. (Name of Bidder) (Date) — BY: Title: Official Address: (Including Zip Code): I.R.S. No. Storage Building,WPCF City of Waterloo, Iowa BP-2 AECOM - 106083 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, as Principal,and as Surety are held and firmly bound unto the CITY OF WATERLOO , Iowa, hereinafter called "OWNER." In the penal sum Dollars($ )lawful money of the United States,for the payment of which sum will and truly be made, we bind ourselves, our heirs, executors, administrators, and successors,jointly and severally, firmly by these presents. The condition of this obligation is such that whereas the Principal has submitted the accompanying bid dated the day of 2008,for 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 shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event,exceed the penal amount of this obligation as herein stated. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in liquidation of damages sustained in the event that the Principal fails to execute the contract and provide the bond as provided in the specifications or by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid or execute such contract;and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF,the Principal and the Surety, have hereunto set their hands and seals, and such of them as are corporations, have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers this day of ,A.D. 2008. (Seal) Principal By (Title) Witness Surety (Seal) By Witness Attorney-in-fact Storage Building,WPCF City of Waterloo, Iowa BB-1 AECOM - 106083 Revised February 1991 CONTRACTOR'S OR SUBCONTRACTOR'S AFFIRMATIVE ACTION PROGRAM Check box that applies to party completing program: ( ) General Contractor ( ) Subcontractor Section A to be completed by GENERAL CONTRACTORS only: A. Name of Company Address of Company Zip Telephone Number( Federal ID Number(if no Federal ID Number, Owner/President's Social Security Number) Name of Equal Employment Officer Name of Project Project Contract Number Estimated Construction Work Dates / Start Finish Section B to be completed by SUBCONTRACTORS only: B. Name of General or Prime Contractor Name of Subcontractor Subcontractor's Address Zip Subcontractor's Telephone Number( Subcontractor's Federal ID Number(if no Federal ID Number Owner/President's Social Security Number) Name of Equal Employment Officer C. Remainder of program to be completed by party completing program, either Prime or _ Subcontractor. 1. The Owners and/or Principals of your company: Ethnic Name Address Position Sex Origin Storage Building,WPCF City of Waterloo, Iowa AAP-1 AECOM- 106083 2. Other Areas of Interest: If your company has branches or subsidiaries, or if your company is a branch or subsidiary of a parent organization,give the following information: Type of Name Address Affiliation Degree II. EMPLOYER'S POLICY(Please read carefully.) A. We, the undersigned, recognize that we are morally and legally committed to nondiscrimination in employment. Any person who applies for employment with our company will not be discriminated against because of race, color, creed, sex, national origin, economic status,age, mental or physical handicap. B. The employment policies and practices of the undersigned are to recruit and hire employees without discrimination, and to treat them equally with respect to compensation and opportunities for advancement, including training, upgrading, promotion, and transfer. However, we realize the inequities associated with employment training, upgrading, contracting and subcontracting for minorities and women and we will direct our efforts to correcting any deficiencies to the maximum — extent possible. The same will be required of our SUBCONTRACTORS and suppliers. C. We submit this program to assure compliance with Executive Order 11246, as amended, and other subsequent orders that may pertain to equal employment opportunity and merit employment — policies, fully realizing that our qualification and/or merit system should be evaluated and revised, if necessary. D. We agree to put forth the maximum effort to achieve full employment and utilization of capabilities and productivity of all our citizens without regard to race, creed, color, sex, national origin, economic status, age, and mental or physical handicap. E. will give (Name of Company) training and employment opportunities to local residents of Waterloo, Iowa, to the greatest extent feasible. III. AFFIRMATIVE ACTION A. recognizes that the (Name of Company) effective application of a policy of merit employment involves more than just a policy statement, and (Name of Company) will, therefore, re-evaluate our Affirmative Action Program to ensure that equal employment opportunities are available on the basis of individual merit, and to actively encourage minorities, —' women and local residents to seek employment with our company on this basis. B. will undertake the (Name of Company) — following six(6)steps to improve our Affirmative Action Program: 1. Minority Recruitment and Employment; 2. Local Recruitment and Employment; —" 3. Disabled Veteran and Vietnam Era Veteran Recruitment and Employment; 4. Handicapped Recruitment and Employment; 5. Female Recruitment and Employment; and 6. Training, Upgrading and Promotional Opportunities. -- Storage Building,WPCF City of Waterloo, Iowa AAP-2 AECOM- 106083 C. will take -� (Name of Company) whatever steps are necessary to ensure that our total work force has adequate minority, female, and local representation. We will utilize the following methods in our recruitment attempts: 1. Local advertising media(newspapers, radio,TV); 2. Community organizations(churches,clubs, schools); 3. Public and private institutions in the area(UNI, Hawkeye Community College); 4. Job Service of Iowa; and — 5. Other. D. will seek qualified minority,female,and (Name of Company) local group applicants for all job categories and will make asserted efforts to increase minority, female and group representation in occupations at the higher levels or skill and responsibility. E. All sources of employment used shall be aware that we are an Equal Employment Opportunity Employer. Labor organizations representing our employees will be notified of our Equal Employment Opportunity Policy and Affirmative Action Program. F. Training, upgrading, promotion and transfer activities at all levels will be monitored to ensure that ..� full consideration has been given to qualified minority,female, and local group employees. G. will encourage (Name of Company) other companies with whom we are associated and/or do business, to do the same and we will assist them in their efforts. H. has taken the (Name of Company) following Affirmative Action to ensure that minority, female, local contractors and/or suppliers were provided opportunities to negotiate and/or bid on this project:(if none,write"NONE") 1. 2. As a result of the above efforts, we have involved minority, female, and local contractors and/or suppliers in the following areas of subcontracting: (if none,write"NONE") 1. 2. J. will require (Name of Company) approved Affirmative Action Programs from all nonexempt contractors who propose to work on this project and will take whatever steps are necessary to ensure that non-minority contractors have adequate representation of minority,female and local persons in their total work force. K. In further accordance with rules and guidelines issued pursuant to Executive Order 11246 as amended, we establish the goals for our company, based on parity percentages supplied by the City, and we realize these goals will be reviewed on an annual basis. L. will keep records (Name of Company) of specific actions relative to recruitment, employment, training, upgrading and promotion and will provide the City of Waterloo with any information relative to same, including activities of our SUBCONTRACTORS and suppliers as necessary or when requested. M. Parity figures for companies located in Waterloo are as follows: Storage Building,WPCF City of Waterloo, Iowa AAP-3 AECOM- 106083 Minority Parity=.08(8%) N. Affirmative Action (Name of Company) Employment Goals: The definition of Affirmative Action Goals is as follows: "Goals may not be rigid and inflexible quotas which must be met, but must be targets, reasonably attainable by means of applying every _ good faith effort to make all aspects of the entire Affirmative Action Program work." For the year 2004, please submit percentage targets for employing minorities and women. If you already have reached your target for hiring minorities and women, please submit that percentage. *Goals for Minorities: Goals for Women: *Your affirmative action goals should be between 1% and 10% or more for minorities and 1% and 5%or more for women. Please be advised that the goals or targets are purely your estimation of how many women and minorities your company can reasonably expect to hire in 1991. Note, that none of the goals are rigid or inflexible. They are targets that your company calculates as reasonably attainable. This will help the City in its monitoring procedures as required by City of Waterloo Resolution No. 1984- 142(4). Storage Building,WPCF City of Waterloo, Iowa AAP-4 AECOM- 106083 _ CONTRACTOR'S TOTAL WORK FORCE (WATERLOO) — HOURLY NAME AND ADDRESS JOB CATEGORY RACE SEX WAGE `— INDICATE: DISABLED VETERAN: DV VIETNAM ERA VETERAN: VV HANDICAPPED: H Storage Building,WPCF City of Waterloo, Iowa AAP-5 AECOM- 106083 We hereby certify that we are in compliance with all City and Federal Affirmative Action Regulations and agree to accept all liability for failure to comply. Respectfully submitted, By: Company Executive Date By: Equal Employment Opportunity Officer Date City of Waterloo Affirmative Action Officer Approved Disapproved Reason: By: Date: Storage Building,WPCF City of Waterloo, Iowa AAP-6 AECOM- 106083 DESCRIPTION OF JOB CATEGORIES 1. Officials/Manager: Occupations in which employees set broad policies, exercise overall responsibility for execution of all policies, or direct individual departments or special phases of the agency's operations or —. provide specialized consultation on a regional, district or area basis. Includes: department heads, bureau chiefs, division chiefs, directors, deputy directors, controllers, examiners, wardens, superintendents, unit supervisors,sheriffs, police and fire chiefs and inspectors and kindred workers. 2. Professionals: Occupations which require specialized and theoretical knowledge which is usually required through college training or thorough work experience and other training which provides comparable knowledge. Includes: personnel and labor relations workers, social workers, doctors, psychologists, registered nurses, economists, dietitians, lawyers, system analysts, accountants, engineers, employment and vocational rehabilitation counselors, teachers or instructors, police and fire captains and lieutenants and kindred workers. 3. Technicians: Occupations which require a combination of basic scientific or technical knowledge and manual skill which can be obtained through specialized post-secondary school education and through equivalent on-the-job training. Includes: computer programmers and operations, draftsmen, surveyors, licensed practical nurses, photographs, radio operators, technical illustrators, police and fire sergeants and kindred workers. 4. Office/Clerical: Workers are responsible for internal and external communication, recording and retrieval of data and/or information and other paper work required in an office. Includes: bookkeepers, messengers, office machine operators, clerk-typists, stenographers, court transcribers, hearing reporters, statistical clerks, dispatchers, license distributors, payroll clerks and kindred workers. u 5. Skilled Craft Workers: Workers perform jobs which require special manual skill and a thorough and comprehensive knowledge of the processes involved in the work which is acquired through on-the-job training programs. Includes: Mechanics and repairman, electricians, heavy equipment operators,stationary engineers,skilled machine occupations,carpenters,compositors and typesetters and kindred workers. 6. Sales Workers: Occupations engaging wholly and primarily in direct selling. Includes: advertising agents and salesman, insurance agents and brokers, real estate agents and brokers, stock and bond salesmen, demonstrators,salesmen and sales clerks,grocery clerks and cashier checkers, and kindred workers. 7. Operatives (semi-skilled): Workers who operate machine or processing equipment or perform other factory-type duties of intermediate skill level which can be mastered in a few weeks and require only limited training. Includes: apprentices (auto mechanics), plumbers, building trades, metal working trades, bricklayers, carpenters, electricians, machinists, mechanics, printing trades, etc., operatives, attendants (auto service and parking), plasterers, chauffeurs, deliverymen and furnacemen, heaters (metal), laundry and dry cleaning operatives, milliners, mine operatives and laborers, motormen, oilers and greasers, (except auto painters), (except construction and maintenance), photographic process workers, stationary fireman, truck and tractor drivers,weavers, (textile),welders and flame cutters and kindred workers. 8. Laborers(unskilled): Workers in manual occupations which generally require no special training. Perform elementary duties that may be learned in few days and require the application of little or no independent judgment. Includes: garage laborers, car washers and greasers, gardeners (except farm) and groundskeepers, longshoremen, and stevedores, lumbermen, raftsmen and woodchoppers, laborers performing lifting,digging, mixing, loading and pulling operations and kindred workers. 9. Apprentices: Persons employed in a program including work training and related instruction to learn a trade or craft which is traditionally an apprenticeship, regardless of whether the program is registered with a Federal or State agency. 10. Trainees (on-the-lob): Production. . . persons in formal training for craftsmen when not trained under apprentice programs--operative laborer,and service occupations. White Collar. . . persons engaged in formal training for clerical, managerial, professional, technical, sales, office and clerical occupations. 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DU) \ = 0m3 o k 1, z o o W o 03z = 3 § ® j / f co-ccTx, as ) � c § 0 i� > /\ ) 0) EtD > m § §/ / / u) 2 0w 2W »§ G ® /\\ /� — > gr = E C > o \ k{\ j- ° � / � � 9 § tea m2 _ 2 m2 /\ - \ \ E C ) < m / i } / \ \ « ,c fg R E7 E8 m = 0 ` as 0- ® \ o — ƒ { \y ` t ± / E \ � � � / a � 0) 0 us ' = Im CC a) � � \ /� )- \/ < 8 5 • ow � � <a � 07 f§ } 6 0 @ � / \ \ � \± 0) § / / z < — 5 = » § § � mm2 \ \ \ � _c Luc $ \ a Z D � c 0 2 co c , ` � / \ o § k \ / ) �/ \ \ /\ \ \/ � k 2 ƒ/ / Ill / w � t 5a@ \ � Ai ® o § \ a zwc /2 � \ \ © ± - � \ = f \ § § ƒ e & # Jƒ / \\ § E 02 0 § 5o oo > / / E \» _ ± z ; 0 m &0 ¥ E 7 &7 . 7 0 -- CITY OF WATERLOO, IOWA 0406.1(Watict WATERLOO ENGINEERING DEPARTMENT 715 Mulberry St. • Waterloo, IA 50703 • (319)291-4312 Fax 19 291-4262 ERIC THORSON,P E • Cm Engineer Mayor INFORMATION NEEDED TIMOTHY J. HURLY FOR IOWA CONSTRUCTION SALES TAX EXEMPTION CERTIFICATE '-� COUNCIL MEMBERS CONTRACTOR NAME: REGINALD A. SCHMITT ADDRESS: Ward 1 CAROLYN COLE Ward 2 HAROLD (Check One) PRIME: SUBCONTRACTOR: GETTY Ward 3 -� JOHN A. FEDERAL ID#: KINCAID Ward 4 ..a RON PROJECT NAME: WELPER Ward 5 BOB DESCRIPTION OF WORK: GREENWOOD At-Large ❑ Brickwork ❑ Landscaping ERIC GUNDERSON ❑ Carpentry ❑ Painting At-Large ❑ Concrete ❑ Paving ❑ Drywall-Plaster-Insulation ❑ Plumbing ❑ Electrical ❑ Roofing-Siding-Sheet Metal ❑ Excavation/Grading ❑ Windows ❑ Flooring ❑ Wrecking-Demolition ❑ Heavy Construction ❑ Other (Please Specify) ❑ Heating-Ventilating-Air Cond. ❑ WE'RE WORKING FOR YOU! An Equal Opportunity/Affirmative Action Employer ST-1 NON-COLLUSION AFFIDAVIT OF PRIME BIDDER State of_) )ss County of , being first duly sworn, deposes and says that: 1. He is , of (Owner, Partner, Officer, Representative, or Agent) , the Bidder that has submitted the attached Bid; 2. He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; 3. Such Bid is genuine and is not a collusive or sham Bid; 4. Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or, to fix any overhead, profit or cost element of the bid price or the bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the Proposed Contract;and 5. The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, -- conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. (Signed) Title Subscribed and sworn to before me this day of , 2008. Title My commission expires Storage Building, WPCF -- City of Waterloo, Iowa NCA-1 AECOM - 106083 NON-COLLUSION AFFIDAVIT OF SUBCONTRACTOR State of ) ss: County of , being first duly sworn, deposes and says that: 1. He is of, (Owner, Partner, Officer, Representative, or Agent) , hereinafter referred to as the"Subcontractor;" 2. He is fully informed respecting the preparation and contents of the subcontractor's proposal submitted by the subcontractor to , contract pertaining to the project in (City or County and State) 3. Such subcontractor's proposal is genuine and is not a collusive or sham proposal; T 4. Neither the subcontractor nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affiant, has in any way colluded, conspired, connived, or agreed, directly or indirectly, with any other bidder, firm or person to submit a collusive or sham proposal in connection with such contract or to refrain from submitting a proposal in connection with such contract, or has in any manner, directly or indirectly, sought by unlawful agreement or connivance with any other bidder, firm or person to fix the price or prices in said subcontractor's proposal, or to fix any overhead, profit or cost element of the price of prices in said subcontractor's proposal, or to secure through collusion, conspiracy, connivance or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the proposed contract; and 5. The price or prices quoted in the subcontractor's proposal are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. (Signed) Title Subscribed and sworn to before me this day of ,2008. Title My commission expires Storage Building,WPCF City of Waterloo, Iowa NCA-2 AECOM- 106083 RESIDENT BIDDER CERTIFICATION CONTRACT NO: PROJECT NAME: DATE OF LETTING: To be a qualified resident bidder, the person, corporation, partnership, or firm shall not have, as employees, Illinois laborers on the work site of a non-federal-aid project within Iowa. An Illinois laborer is any person who has resided . , in Illinois for at least 30 days and intends to become or remain an Illinois resident. This applies to all labor on the project, whether skilled, semi-skilled, or unskilled, whether manual or non-manual. This also applies to work subcontracted by or to the resident bidder on a non-federal-aid project within Iowa. The resident bidder may place on such work no more than three residents of Illinois who are his regularly employed executive and technical experts. This qualification as resident bidder shall be maintained by the contractor and his subcontractors at the work site until this project is completed. I hereby certify that no Illinois resident laborer as defined above will be employed at the work site during the contract period from the start of the project until its completion. COMPANY NAME CORPORATE OFFICER TITLE DATE Storage Building, WPCF City of Waterloo, Iowa R-1 AECOM - 106083 CERTIFIED MBE / WBE CONTRACTORS - CITY OF WATERLOO, IOWA 440 e �€ CON FRACT COMPLIANCE OFFICE Community Development Board Carnegie Annex, Suite 202 620 Mulberry Street Waterloo,Iowa 50703 City WEB Site: www.ci.waterloo.ia.us — Contract Compliance WEB Site for listing updates: http:/lwww.wplwloo.lib.ia.us/contractcompliance/ Contact: Louis Starks, Contracts and Grants Coordinator Email: louis.starks iaterloo-ia.org Phone: (319) 291-4429 — Fax: (319) 291-4431 MBE WVBE C'erit eci Contractors List Page ef 7 CERTIFIED MBE CONTRACTORS CARTER ELECTRIC 725 Adams Street Waterloo,IA 50703 Phone: (319) 232-9808 Pager: (319) 235-4021 Contact: Derrick Carter Specializing in: ELECTRICAL CONTRACTOR COCKHREN ROOFING 1708 Newell Street Waterloo,IA 50703 Phone: (319) 232-7513 Contact: James Cockhren Specializing in: ROOFING CULPEPPER ELECTRIC 1731 Cottage Grove Avenue Waterloo,IA 50707 Phone: (319) 235-0885 Fax: (319) 236-8177 Contact: Martin Culpepper Certified: City of Waterloo Certified MBE,Licensed Electrician Specializing in: ELECTRICAL CONTRACTOR DANIELS HOME IMPROVEMENT 339 Albany Street Waterloo, IA 50703 Phone: (319) 833-0118 Contact: Sammy Daniels Specializing in: ALL TYPES OF CONCRETE FLATWORK, POURED WALLS—ALL TYPES, FOOTINGS, MBEWBE Certified Contractors List Page 2 of LIGHT DEMOLITION CERTIFIED MBE CONTRACTORS DENTER CORPORATION 426 Beech Street Waterloo,IA 50703 Phone: (319)236-9075 FAX: (319)236-0515 Contact: Terry Phillips Certified: City of Waterloo Certified MBE,Iowa DOT,TSB Certified Specializing in: COMMERCIAL AND RESIDENTIAL DEMOLITION, CONCRETE PAVING, DRIVEWAYS, TRUCKING(ALL TYPES), GENERAL CONSTRUCTION GREER'S WORKS 2003 Plainview Street Waterloo, IA 50703 Phone: (319)233-4701 Contact: Willie Greer Specializing in: "4 DRIVEWAYS, SIDEWALKS, CARPENTRY, ROOFING, GENERAL CONSTRUCTION ELIAS GROVER CEMENT CONTRACTORS 116 Carl Street „� Waterloo, IA 50703 Phone: (319)234-3839 Contact: Elias Grover, Owner .•. Specializing in: ALL TYPES OF CONCRETE FLATWORK,ASPHALT, GENERAL CONSTRUCTION CLINTON JONES TRUCKING 1202 Mulberry Street .r Waterloo, IA 50703 Phone: (319)235-4401 Contact: Clinton Jones Specializing in: MJ3E/WBE Certified Contractors List ,.. Page 3 cf TRUCKING CERTIFIED MBE CONTRACTORS LOVE'S ENTERPRISE 835 West Fifth St. P.O. Box 246 Waterloo,IA 50704 Phone: (319) 233-3260 Contact: David Love Certified: Iowa DOT, City of Waterloo Certified MBE Specializing in: CONCRETE PAVING,ASPHALT, DRIVEWAYS, SIDEWALKS, TRUCKING OLD GREER'S WORKS 2309 Springview Street Waterloo,IA 50707 Phone: (319)233-2150 Contact: David L. Greer, Sr. Specializing in: GENERAL CONSTRUCTION PAULINE COMPANY, INC. 139 Clark Street P. O.Box 1623 Waterloo, IA 50703 Phone: (319)236-2345 FAX: (319)236-1568 email: DJToay@aol.com Certified: Targeted Small Business,Iowa DOT, City of Waterloo Certified MBE Contact: W.C. Stokes,Owner Specializing in: EROSION CONTROL, TRUCKING, GUARDRAIL, CLEARING AND GRUBBING .. CONCRETE PAVING,ASPHALT, CURB AND GUTTER,DRIVEWAYS, SIDEWALKS, MASONRY WORK, ROOFING, CD BASKETS, ROADWAY PIPE, TILE LOCATING, REVETMENT, SHOULDERS, FIELD FENCE, GENERAL CONSTRUCTION WORK MBE/NV-BE Certified.Contractors List Page 4 of . y. CERTIFIED MBE CONTRACTORS .-, QUICK CONSTRUCTION 217 Bates Street Waterloo,IA 50703 F., Phone: (319)232-5564 Contact: Leroy Harrington Specializing in: ,•� ALL TYPES OF CONCRETE FLATWORK AND GENERAL CONSTRUCTION { CHARLIE SCHAUF TRUCKING 627 Adams Street Waterloo,IA 50703 Phone: (319)232-4717 Contact: Charles Schauf Specializing in: I TRUCKING ""` ARTHUR TAYLOR 701 Albany Street Waterloo,IA 50703 Phone: (319) 235-0041 Contact: Arthur Taylor Certified: City of Waterloo Certified MBE GENERAL REHABILITATION • MBE/ BE Certified Contractors List rr Page 5 of 7 CERTIFIED ' CONTRACTORS ATLAS PAINTING, INC.* 911 Sycamore Street P.O. BOX 65 Waterloo,IA 50704 Phone: (319)232-9164 Specializing in: COMMERCIAL AND INDUSTRIAL PAINTING GLADYS HEASLEY TRUCKING* (Currently Inactive as of 4/26/04) 807 W.Mullan Avenue Waterloo, IA 50701-5926 Phone: (319)234-8555 Cell: (319)493-0208 Contact: Gladys Heasley Certified: City of Waterloo Certified WBE Specializing in: TRUCKING PETERMAN & HAES CARPET ONE* 4003 University Avenue Waterloo,IA 50701 Phone : (319) 233-6131 FAX: (319) 233-6133 email: JR11486Acfu.net Certified: City of Waterloo WBE Contact : Carol Reese Specializing in: FLOOR COVERING MBE../WBE Certified Contractors List Page 6 of 7 wi CERTIFIED T E CONTRACTORS WATCO CONSTRUCTION, INC.* 2920 Texas Street Waterloo,IA 50702 Phone : (319)233-7481 Certified: City of Waterloo WBE Contact : Patricia J.Kimball i-r Specializing in: STORM SEWER, INLETS, DRAIN TILE, WATER MAIN, SANITARY SEWER, INTAKE STRUCTURES V I I 111 I , * DENOTES WOMEN BUSINESS ENTERPRISE I 4 omt • 1 � MBE/Vv'BE Certified Contractors List Page 7 of 7 L .•t 1 STATEMENT OF BIDDER'S QUALIFICATIONS (To be submitted by the Bidder only upon the specific request of the City of Waterloo, Iowa.) All questions must be answered and the date given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of bidder. 2. Permanent main office address. 3. When organized. 4. If a corporation,when incorporated. r 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing amount of each contract and the appropriate anticipated dates of completion.) 7. General character of work performed by your company. 8. Have you ever failed to complete any work awarded to you? If so,where and why? 9. Have you ever defaulted on a contract? If so, where and why? --- 10. List the more important projects recently completed by your company,stating the approximate cost for each, and the month and year completed. 11. List your major equipment available for this contract. 12. Experience in construction work similar in importance to this project. 13. Background and experience of the principal members of your organization, including the officers. 14. Credit available: $ 15. Give bank reference: i 16. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the City of Waterloo, Iowa? Storage Building,WPCF City of Waterloo, Iowa SB-1 AECOM- 106083 17. The undersigned hereby authorizes and requests any person,firm,or corporation to furnish any information requested by the City of Waterloo, Iowa, in verification of the recitals comprising this Statement of Bidder's Qualifications. this day of Dated at ,2008. (Name of Bidder) By: Title: State of ss: County of , being duly sworn deposes and says that he is of (Name of Organization) and that the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of 2008. Notary Public My commission expires ' Storage Building,WPCF SB-2 AECOM 106083 City of Waterloo, Iowa FORM OF CONTRACT CONTRACT FOR THE CONSTRUCTION OF STORAGE BUILDING WATER POLLUTION CONTROL FACILITY CITY OF WATERLOO, IOWA This contract made and entered into this day of , by and between the City of Waterloo, Iowa,a Municipal Corporation,(hereinafter referred to as City),and of (hereinafter referred to as Contractor),WITNESSETH: PAR. 1 Contractor agrees to build and construct the STORAGE BUILDING AT THE WATER POLLUTION CONTROL FACILITY,and furnish all necessary tools,equipment,materials,and labor necessary to do all the work called for in the plans and specifications in a workmanship like manner and for the prices set forth in Contractor's proposal,which was accepted by the City,and which is understood and agreed to be a part of this contract. PAR.2 It is understood and agreed that the resolution adopted by the City Council ordering the construction of the improvement, the Notice to Contractors as published, the Instruction to Bidders, the Form of Proposal, the Construction and Maintenance Bonds, the Council Proceedings relating to this matter, and the Plans and Specifications shall all be considered as forming a part of the contract the same as though they were each set out in said contract. PAR.3 The Contractor agrees to furnish at its own cost and expense, all necessary materials and labor for said work and to construct said improvements in a thorough, substantial, and workmanlike manner, and in strict accordance with the requirements of this contract, and of the plans and specifications made a part hereof by reference, and to the satisfaction and approval of the City and its Building Official. PAR.4 The Contractor agrees to perform said work and install said improvements on the terms set out in bid or proposal to the City which has been accepted by the City and which is by reference made a part of this contract. PAR.5 The Contractor agrees to commence said work within ten (10)working days after receipt of"Notice to Proceed"and complete on or before June 30,2009, unless an extension of time is granted in writing by the Council of the City. PAR.6 Should the Contractor fail to complete said improvements in strict accordance with the terms and conditions of this contract, or the plans and specifications therefore promptly by the date herein specified,the City may pay such additional sums as it may be required to pay by reason of the failure of said contractor and deduct any and all such sums from any amount then due the Contractor. PAR.7 The Contractor agrees to comply with and obey all ordinances of the City of Waterloo, Iowa, relating to the obstruction of streets and alleys, keeping open passage ways for water, traffic, and protecting any excavations in any street or alley, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness,to see that the backfilling is properly done, and agrees to keep the City whole and defend any and all suits that may be brought against the City by reason of any injuries that may be sustained by any person or property allegedly caused by the Contractor, or his agents, while work is done pursuant to this agreement. PAR.8 The Contractor agrees that in the event a law suit is brought against the City for damages allegedly sustained by reason of any act,omission or negligence of the Contractor or its agents,or on account of any injuries allegedly sustained by reason of any obstruction, hole, depression or barrier placed or dug by the defendant or its agents,in the doing of the work herein contracted for,that it will defend said suit and save the City harmless therein, and in case judgment is rendered against the City,the Contractor agrees to pay the same promptly. The Contractor agrees to carry public liability insurance in a solvent company in a sufficient amount to protect the City and those who use the streets of the City. Storage Building, WPCF City of Waterloo, Iowa C-1 AECOM - 106083 PAR. 9 The City shall have the right to appoint one or more construction reviewers who shall review the progress of the work in detail; also, to make any test or any material to be used in such work. No material shall be used in any work until the same has first been approved by the construction reviewer. Such construction reviewer shall have full authority to pass judgment upon all materials and upon the manner of doing the work,and their judgment on rejecting any materials,substance,or manner of work shall be final unless it is revoked or modified by the City Building Official. PAR. 10 Any material which has been rejected by the construction reviewer shall be at once removed from the line of work and shall not be again taken thereon or placed with the material proposed to be used without the written consent of the City Building Official. PAR.11 The Contractor shall maintain no cause of action against the City on account of delays and prosecution of work,but if said work is delayed by the City,the Contractor shall have such extra time for completion of the job as was lost by reason of the delay caused by the City. PAR.12 The Contractor agrees to pay punctually all just claims of labor, material, men, or subcontractors who — shall perform labor or furnish materials entering into this improvement. It is agreed that the City need not pay the Contractor until all such claims are paid by the Contractor. It is agreed that the City shall not be liable for said labor,material,or men under this contract. PAR. 13 The Contractor agrees to furnish the City, simultaneously with this contract, a bond on a form to be provided by the City in the amount provided by law as stated in the Notice to Bidders,which shall be for the benefit of the City, and any and all persons injured by the breach of any of the terms of this .� contract. Said bond shall be filed with the City Clerk and shall be subject to the approval of the City Council,and is by reference made a part of this contract. PAR.14 The Contractor agrees that should it abandon work under this contract or cease the prosecution thereof for a period of thirty(30)consecutive days without reasonable cause, and should it fail to proceed with said work within ten (10) days after a notice to continue or carry it on has been mailed to it at the address given herein by the City,or after such notice has been served on it,then the City may proceed to complete said work, using any material,tools, or machinery found along said line of work, doing the work either by contract or as it may elect,and the Contractor and the sureties on its bond shall be liable to the City for the costs and expenses so paid out. Said costs shall be retained by the City from any compensation due, or to become due the Contractor, and may be recovered by the City in an action upon Contractor's bond. PAR. 15 In consideration of the full compliance on the part of the Contractor with all the provisions,stipulations, and conditions hereof, or contained in the various instruments made a part of this contract by reference,and upon completion and acceptance of said work,the City agrees to pay to the Contractor, in the manner set out in theNotice fo work performed and accepted, at the unit prices s the amount set out in the Contractor's p oposall,,owh which has been accepted by the City. PAR.16 The total amount of the contract, based on the Engineer's estimates of quantities and the Contractor's unit bid prices,and for which 100%surety bond is required is$ PAR. 17 After the completion of said work,the Contractor agrees to remove all debris and clean up said parking ramp,and to save the City harmless from any damage allegedly resulting from a failure to clean up and remove the debris or put the parking ramp back in a proper condition for travel. PAR. 18 This contract is not divisible, but in the event of a conflict between this contract and the various instruments incorporated by reference,this contract shall govern. PAR. 19 Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100°/0 of the total amount of the contract, same to be known as"Maintenance Bond,"and which bond uncil, which bond ismust in addition to the bond given by the Contractor ogua guarantee the completion of the work.and PAR.20 The Contractor shall maintain all work done hereunder in good order for the period of two (2) years from and after the date it is accepted by the Council of the City of Waterloo, Iowa. Said maintenance shall be made without expense to the City or the abutting property. In the event of the failure or default _.. of the Contractor to remedy any or all defects appearing in said work within a period of two(2)years Storage Building,WPCF C-2 AECOM 106083 City of Waterloo, Iowa from the date of its acceptance by said Council, and after having been given ten(10)days notice so to do by registered letter deposited in the United States Post Office in said town, addressed to said contractor at the address herein given,then the City may proceed to remedy such defects. The costs and expenses thereof to be recovered from the Contractor and the sureties on its maintenance bond by an action brought in any court of competent jurisdiction. PAR.21 The Contractor shall give notice to said City by registered letter directed to the Mayor or City Clerk/Auditor thereof not more than four(4)and not less than three(3)months prior to the expiration of the term during which the Contractor is required to maintain said improvements, in good repair by the terms of its Contract. The liability of the Contractor and of the sureties on its bond for maintenance of the said improvements shall continue until three (3) months after such notice has been given to the City,and,in any event,until two(2)years after the acceptance of the work. CITY OF WATERLOO, IOWA Mayor City Clerk Contractor By Title: Approved by the City Council of the City of Waterloo, Iowa,this day of 2008. ATTEST: , City Clerk Waterloo, Iowa Storage Building,WPCF City of Waterloo, Iowa C-3 AECOM- 106083 KNOW ALL MEN BY THESE PRESENTS: That we, ,of ,hereinafter called the Principal),and of (hereinafter called the Surety),are held and firmly bound unto the City of Waterloo(hereinafter called the Obligee), in the —. penal sum of Dollars($ ), lawful money of the United States, to payment of which sum, well and truly to be made, the Principal here firmly binds himself/themselves, his/their heirs, executors, and administrators, and the said Surety binds himself, his successors, assigns,executors,and administrators,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, WHEREAS the above bounden Principal did, on the day of , 2008, enter into a written contract with the City of — Waterloo, Iowa,for the construction of a copy of which contract,together with all of its terms, covenants, conditions, and stipulations, is incorporated herein and made a part hereof as full and completely as if said contract were recited at length herein; and WHEREAS, the Principal and Surety on this bond hereby agree to pay to all persons, firms or corporations having contracts directly with the Principal or with subcontractors,all just claims due them for labor performed or materials furnished in the performance of the contract on account of which bond is given when the same are not satisfied out of the portion of the contract price which the public corporation is required to retain until completion of the public improvement, but the Principal and Surety shall not be liable to said persons, firms, or corporation unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. Now,if the Principal shall in all respects fulfill his said contract according to the terms and tenor thereof,and shall satisfy all claims and demands incurred for the same, and shall fully indemnify and save harmless the Obligee from all costs and damages which it may suffer by reason of failure to do so, and shall fully reimburse and repay the Obligee all outlays and expenses which it may incur in making good any such default, then the obligation is to be void and of no effect,otherwise to remain in full force and effect. Every Surety on this bond shall be deemed and held, any contract to the contrary notwithstanding, to consent without notice: 1. To any extension of time to the contract in which to perform the contract. 2. To any change in the plans,specifications,or contract when such change does not involve an increase of more than twenty percent (20%) of the total contract price, and shall then be released only as to such excess increase. 3. That no provision of this bond or of any other contract shall be valid which limits to less than two (2) years from the time of the acceptance of the work the right to sue on this bond for defect in workmanship or material not discovered or known to the Obligee at the time such work was accepted. IN WITNESS WHEREOF,we have hereunto set our hands and seals this day of ,2008. Principal By: Surety Storage Building, WPCF City of Waterloo, Iowa B-1 AECOM—106083 GENERAL SPECIAL PROVISIONS 1. SCOPE OF WORK The work covered by this contract consists of furnishing all labor, equipment, and materials and performing all operations, in connection with the STORAGE BUILDING AT THE WATER POLLUTION CONTROL FACILITIY as shown on the contract drawings and in accordance with these specifications. The contract drawings, which accompany and form a part of this contract and specifications, are dated October 22, 2008. They have the general title of STORAGE BUILDING WATER POLLUTION CONTROL FACILITY. The drawings are numbered and separately entitled as follows: SHEET NO. DESCRIPTION Sheet No. Title 1 Title Sheet 2 Site Plan 3 Building Plan and Exterior Elevations 4 Bathroom Plan,Wall Section and Elevations 5 Foundation Plan 6 Foundation Details The Iowa Department of Transportation English Standard Specifications for Highway and Bridge Construction, Series 2001 (as referenced) are to be used along with the special provisions and General Specifications for Construction described herein and shall be considered as part of the contract documents. 2. CONFLICTING SPECIFICATIONS All requirements of other specifications contained in the contract documents which conflict with the provisions of the special provisions will be considered void. 3. DUMPING AREAS Excess material resulting from construction operations shall be hauled to the County Landfill or other area secured by the Contractor and approved by the City Building Official. Rubble, rubbish, trees, brush, and other unsuitable backfill material, as designated by the City Building Official, shall be hauled to the County Landfill. All Landfill charges are to be considered incidental to the contract and are the responsibility of the Contractor. 4. CONSTRUCTION DAMAGE The Contractor shall exercise care during construction operations to ensure the safety and protection to existing features located near or within the limits of construction. Damage caused by negligence or poor workmanship,as determined by the Building Official, shall be considered the Contractor's responsibility. 5. REMOVED MATERIALS All materials removed, as part of this Contract shall remain the property of the City unless the City determines that the materials are not salvageable and the City does not want to retain ownership of the materials. Materials designated in the field by the Building Official as non-salvageable shall be hauled and Storage Building, WPCF City of Waterloo, Iowa GSP-1 AECOM - 106083 disposed of by the Contractor at no cost to the City. All other materials shall be transported to locations as directed by the Building Official. No separate measurement or payment will be made for hauling or disposing of removed materials and it shall be considered incidental to applicable items. 6. MAILBOXES The Contractor shall notify the United States Postal Department of mailboxes that interfere with any part of the work before removing them, and the Contractor will relocate them as required by the Postmaster. The removal and replacement of mailboxes will not be considered for direct payment, but will be considered incidental to the item to which it applies. 7. PAY ITEMS ._ All pay items are listed in the proposal and shall include the purchase of all materials, delivery of these materials, and furnishing all labor, plant and miscellaneous work needed to make the item complete. All such cost shall be incidental to the proposed item to which it applies and shall not be considered for separate payment. 8. BREAKDOWN OF LUMP SUM CONTRACT PRICE ITEMS The Contractor shall, immediately upon execution and delivery of the contract, before the first estimate for payment is made, deliver to the City Building Official a detailed estimate giving a complete breakdown of the lump sum contract prices. The submitted breakdown shall be approved by the City Building Official prior to any payment of any lump sum price item. 9. PERMISSION TO HAUL OVER STREETS,RAILROADS AND HIGHWAYS The Contractor will be required to secure, from the proper authorities, permission or permit which may be required to haul over streets, highways, railroads or private property, and any hauling operations of the Contractor shall be subject to the requirements of such permits, permission, and to all applicable regulations, laws, and ordinances governing hauling and movement of equipment over streets, railroads, highways and private property. Any costs or inconvenience caused by obtaining any necessary permits or permission shall be considered completely covered by the price bid for the items in the proposal. 10. CONSTRUCTION SCHEDULING The City Building Official shall approve Contractor's work schedule prior to starting. All revisions shall also be approved. The City Building Official may change the schedule to accommodate changing construction conditions. The Contractor shall coordinate the work under this contract with contractors performing work under other contracts,which may be performed concurrently. The Contractor shall be responsible to notify the Police, Fire, Street and Engineering Departments of the closing and opening of streets. The Contractor shall commence work within ten (10) days after receipt of the "Notice to Proceed" and diligently execute the work of the contract to completion. 11. PRE-CONSTRUCTION CONFERENCE Before any work is started, the Contractor shall arrange with the City Building Official to hold a pre- construction conference to discuss problems and schedules of contracts. 12. UNDERGROUND UTILITIES It is the responsibility of the Contractor to obtain the location of gas lines, water lines, electric, telephone, and cable television cables or wires from the various utility companies and the City electrician before starting any excavation. The Contractor shall be responsible for any damage to any underground utilities. The Contractor shall expose those utilities indicated on the plans so that elevations may be determined before beginning construction. This work shall be considered incidental to other items of work. Storage Building,WPCF AECOM 106083 City of Waterloo, Iowa GSP-2 If the Contractor believes that additional costs have been incurred due to a utility being improperly located, the resolution of the additional costs incurred shall be made between the Contractor and the respective utility company. 13. TRAFFIC SIGNS AND STREET SIGNS The Contractor shall contact the City of Waterloo Traffic Operations Department to have any street sign that will be affected by construction removed and replaced when the work has been completed. 14. TRAFFIC CONTROL DURING CONSTRUCTION The Contractor shall, at his own expense and without further or other order, provide, erect and maintain, at all times during the progress and suspension of the work and until completion and final acceptance thereof, suitable and requisite barricades, signs or other adequate protection, as required by the latest edition of the "Iowa Manual on Uniform Traffic Control Devices for Streets and Highways" and shall provide, keep and maintain such barricades, signs, etc., as may be required or as may be ordered by the Building Official, to ensure the safety of the public as well as those engaged on the work. The Building Official shall review all barricading plans. The Contractor shall determine, provide and obtain approval from the City Building Official on all detour locations for all street closings, barricades and posting prior to construction. These shall meet requirements of the City Police Traffic Department. The Contractor shall notify the City Building Official's Office and the Police, Fire and Street Departments when the street is closed for construction. All barricading shall be in accordance with the latest edition of the "Iowa Manual on Uniform Traffic Control Devices for Street and Highways." Encapsulated lens sheeting is not required on this project. 15. GRADES, LINES, LEVELS AND SURVEYS All necessary grades, lines, levels and surveys shall be established by the City of Waterloo and maintained by the Contractor. The Contractor shall verify all grades, lines, levels and dimensions as shown on the drawings, and he shall report any errors or inconsistencies in the same to the City Building Official before commencing work. 16. SAFETY OF WORKERS AND PUBLIC The Contractor shall, at all times, take necessary precautions to protect the life and health of all persons employed on this project and the public. He shall provide necessary safety devices and safeguards in accordance with latest and best accident prevention practices. All such protection shall be furnished to employees without cost. No direct measurement of payment shall be made for this protection, but shall be considered incidental to other items of work. The public shall be kept outside of any work area. 17. WORKING ON SATURDAYS,SUNDAYS AND LEGAL HOLIDAYS The Contractor shall notify the Building Official in writing forty-eight (48) hours in advance if work on Saturday is planned. By noon the Friday before the planned Saturday work,the Contractor shall confirm the Saturday work schedule with the project inspector. Work on Sunday requires prior approval of the Building Official in accordance with the Waterloo Standard Specifications. Storage Building, WPCF City of Waterloo, Iowa GSP-3 AECOM- 106083 SPECIAL PROVISIONS 1. TRAFFIC CONTROL—IMPROPER MAINTENANCE The Building Official, or authorized representative, shall periodically review traffic control that has been put in place by the Contractor. If traffic control devices are found to be without proper maintenance, penalties shall be assessed. Improper maintenance shall include, but not be limited to,the following situations: A. Less than 100 percent of lights in working order. B. Any barricade or sign moved or tipped over. C. Fencing not supported in a vertical position. D. Fencing not placed around excavations when workers/equipment are not working at the location. E. Lack of proper barricades or signage. Each incident is treated as a separate citation on an individual basis. It is not intended that minor deficiencies be price adjusted if corrected the day notification is given. In addition to a price adjustment,the Engineer may suspend work for irresponsible and/or repeated failure to construct the project using proper traffic control procedures. Penalties: 1st Offense Written warning given by City. 2nd Offense $ 100 3rd Offense $ 250 4th Offense $ 500 5th Offense $1,000 6th Offense Engineer's discretion(amount or more equal or greater than$1,000) 2. LIQUIDATED DAMAGES Time is an essential element of this contract. It is important that the work be diligently pursued to completion. If the work is not completed within the specified contract period, plus authorized extensions,the Contractor shall pay to the City Liquidated Damages in the amount of $300.00 per day, for each day, as further described herein, in excess of the authorized time. Days beyond the specified completion date for which Liquidated Damages will be charged will be working days that the Contractor does, or could have worked from Monday through Saturday. Sundays will be counted only if work is performed. Partial working days will be considered as a full working day. Days not chargeable for Liquidated Damages will include rain days, Sundays if no work is done, and legal holidays. Working days will cease to be charged when only punch list items remain to be completed. Punch list item do not include contract bid items or approved change/extra work orders. When the Contractor believes the project to be substantially completed, a written notice stating the same shall be submitted to the Engineer and a request made for a Punch List. If the work under the Contract extends beyond the normal construction season for such work, the Contractor shall submit to the Building Official in writing a request that working days counted toward the project be suspended until work is resumed the following construction season. This amount is not construed as a penalty. These damages are for the cost to the City of providing the required additional inspection,engineering and contract administration. 3. HAUL ROUTES Haul routes to and from the project site shall be submitted for review by the Building Official. In general,the —� Contractor shall request haul routes over the main streets in the area, staying on streets within the project as much as possible and should not include truck-embargoed streets. 4. STANDARD SPECIFICATIONS The Standard Specifications,which are referenced in the contract documents, are designated as follows: Storage Building,WPCF City of Waterloo, Iowa SP-1 AECOM- 106083 WATERLOO STANDARD SPECIFICATIONS - "Standard Specifications for Municipal Public Works Construction, City of Waterloo, Iowa." IDOT STANDARD SPECIFICATIONS-"Standard Specifications for Highway and Bridge Construction, Iowa Department of Transportation, Ames, Iowa, Series 2001" (unless otherwise noted) and current revisions thereof. 5. SPECIAL PROVISIONS Standard Specifications are amended by the following additions. These are Special Provisions and shall prevail over those published in the Standard Specifications. Section 01112 Summary of Work Section 01316 Engineer's Status During Construction Section 01340 Submittals Section 01500 Temporary Construction Facilities and Utilities Section 01740 Cleaning Section 01788 Project Record Documents Section 02111 Granular Subbase Section 02301 Portland Cement Concrete Pavement Section 02402 Excavation for Structures Section 02403 Structural Concrete Section 02404 Reinforcement Section 07210 Building Insulation Section 07920 Joint Sealants Section 08361 Steel Insulated Sectional Overhead Doors Section 13125 Metal Building Systems Section 15060 Pipe Hangers, Supports and Anchors Section 15075 Piping And Equipment Identification Section 15100 Plumbing Systems Storage Building,WPCF City of Waterloo, Iowa SP-2 AECOM- 106083 GENERAL SPECIFICATIONS FOR CONSTRUCTION CITY OF WATERLOO,IOWA Department of Engineering SECTION A-Definitions of Terms SECTION B-Scope of work SECTION C-Control of Materials and Work SECTION D-Procedure and Progress SECTION E-Measurements and Payments SECTION F-Legal Relations and Responsibility SECTION A-DEFINITIONS OF TERMS 1. CITY. The City of Waterloo, Iowa, which is the Party of the First Part of the accompanying _ contract,acting through its authorized representative. 2. COUNCIL. The duly elected Council of the City of Waterloo, Iowa. 3. BUILDING OFFICIAL. The City Building Official of Waterloo, Iowa, or his authorized representative. 4. INSPECTOR. The authorized representative of the Building Official, assigned to the detailed inspection of the work or materials therefore and to such other duties as may be delegated to him in these specifications. 5. CONTRACTOR. The Party of the Second Part in the accompanying contract for the improvement covered by these specifications, or his authorized representative. 6. SUBCONTRACTOR. Any person, firm, or corporation who has, with the approval of the Council, contracted with the Contractor to execute and perform in his stead all or any part of the contract. 7. BIDDER. Any individual, firm, or corporation submitting a proposal for all or a part of the work provided for in these specifications. 8. PROPOSAL GUARANTEE. The security designed in the Notice of Bidders or Proposal to be ._ furnished by the bidder as a guarantee of good faith to enter into a contract and furnish an acceptable bond for the work contemplated if it be awarded him. 9. SURETY. The corporate body bound with and for the Contractor for the acceptable performance of the contract. 10. PROPOSAL. The written Proposal, submitted by the bidder in the prescribed manner and on the standard form,for the improvements covered by these specifications. 11. SPECIFICATIONS. The documents that set forth the manner in which the proposed work is to be accomplished which have been prepared by the Building Official and approved by the City Council, official copies of which are now on file with the City Clerk. r` 12. SPECIAL PROVISIONS. Clauses or memoranda not contained herein, applying to the contract of which these specifications are a part,which change or supplement these specifications. 13. CONTRACT. The agreement entered into between the City and the Contractor, setting forth the terms under which the work covered by the plans and specifications is to be performed. The contract includes all conditions,definitions, and instructions set forth in the official publications relating to the work,the official contract and specifications, the Proposal, official plans, and all supplemental agreements entered into by the parties to the contract. Storage Building,WPCF City of Waterloo, Iowa GS-1 AECOM- 106083 14. NOTICE TO BIDDERS. The notice called attention of bidders to the time and place for receiving bids, containing a brief description of the work, and briefly setting forth the requirements and conditions for submission of Proposals. 15. INSTRUCTIONS TO BIDDERS. The clauses setting forth in detail the information relative to the proposed work and requirements for the submission of Proposals. 16. PLANS. The plans for the improvement covered by the specifications and approved by the Council,official copies of which are on file with the City Clerk. 17. CONTRACT BOND. The bond executed by the Contractor and his surety in favor of the City of Waterloo, Iowa, guaranteeing the complete execution of the contract in accordance with the plans and specifications, the payment of all debts pertaining to the work, and maintenance of the work as provided by law or by the specifications. 18. CONTRACT PERIOD. The period from the specified date for beginning the work to the specified date of completion, both dates inclusive. The contract period may be extended by the Council, as provided in these specifications, in which event the contract period includes the new date of completion. 19. OFFICIAL PUBLICATIONS. The official publications are the formal resolutions and notices relative to the proposed improvement that are required by law to be published in a prescribed manner and that have actually been published in accordance with the statutes relating thereto. Attention is directed to the fact that these official publications are by statute vested with all of the force and effect of contract obligations. 20. A.S.T.M. Abbreviation for American Society for Testing Materials. 21. WORK. The term"Work" of the Contractor and Subcontractor includes labor or materials or both, equipment, transportation,or other facilities necessary to complete the contract. 22. TIME. All time limits stated in the contract documents are of the essence in the contract. Storage Building,WPCF City of Waterloo, Iowa GS-2 AECOM- 106083 SECTION B-SCOPE OF WORK 1. CORRELATION AND INTENT OF DOCUMENTS. The Contract documents are complementary, and what is called for by any one shall be as binding as if called for by all. The intention of the documents is to include all labor, materials, equipment, and transportation necessary for the proper execution of the work. Materials ^ or work described in words which, so applied, have a well-known technical or trade meaning shall be held to refer to such recognized standard. 2. DRAWINGS AND SPECIFICATIONS. Unless otherwise provided in the contract documents, the Building Official shall furnish to the Contractor, free of charge, all copies of drawings and specifications reasonably necessary for the execution of the work. The Contractor shall keep one (1) copy of all drawings and specifications on the work available to the Building Official and to his representatives. 3. CONTRACTOR'S UNDERSTANDING. It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature, character and location of the work, the conformance to the ground, the character, quality, and quantity of the materials to be encountered, the character of the equipment and facilities needed preliminary to and during the prosecution of the work,the general and local conditions, and all other matters which can, in any way, affect the work under this contract. No verbal agreement or conversation with any officer, agent, or employee of the City, either before or after the execution of the Contract, shall affect or modify any of the terms or obligations herein contained. 4. REPORTING ERRORS AND DISCREPANCIES. If the Contractor, in the course of the work,finds any discrepancies between the plans and the physical conditions of the locality, or any errors of omission in plans or in the layout as given by said stakes and instructions, it shall be his duty to inform the Building Official immediately, in ^ writing, and the Building Official shall promptly correct the same. 5. ALTERATION OR CORRECTION OF PLANS. The plans are made up from surveys that are presumably correct and represent the foreseen construction requirements. Any modification of the plans which may -- be required by the exigencies of the construction or any corrections made necessary because of errors in the original surveys, will be made by the Building Official. Should corrections or modifications of the plans or specifications require a different quality or class of work than that upon which the unit prices in the Proposal are based, or if the modifications or corrections are required in parts of the work partially completed and such modifications result in an increased cost to the Contractor,the amount to be paid for work resulting from such changes shall be agreed upon in writing at the time the changes are ordered and before the work is begun by the Contractor. No allowance will be made for anticipated profits on work not performed. 6. CHANGES IN THE WORK. The City, without invalidating the contract, may order extra work or make changes by altering, adding to, or deducting from the work, the contract sum being adjusted by agreement or arbitration before such changed work is undertaken. All such work shall be executed under the conditions of the original contract, except that any claim for extension of time caused thereby shall be adjusted at the time of ordering such change. 7. INCREASED OR DECREASED QUANTITIES. The right is reserved without impairing the contract, to order the performance of such work of a class not contemplated in the Proposal or to increase or decrease the quantities as may be considered necessary to complete fully and satisfactorily the work included in the contract. However,when the work is completed without change in the plans, and the measured quantity of any item of work varies by more than twenty percent(20%)from the estimated quantity specified in the contract, an adjustment in price may be made for such item of work by agreement between the Building Official and the Contractor,subject to the approval of the City Council. Either party to the contract may request such an adjustment. 8. LANDS AND RIGHT OF WAY. The City shall provide the lands upon which the work under this contract is to be done, except that the Contractor shall provide land required for the erection of temporary construction facilities and storage of his material,together with the right of access to same. 9. CITY WATER. The Contractor shall be allowed to use City Water but before any water is used, he shall make application to the Building Official,who will provide and install suitable meters and supply the Contractor's representative with suitable hydrant wrenches when the use of hydrants is necessary. The Contractor shall -- designate one of his employees who shall be responsible for operating the hydrants used by the Contractor. The employee so designated shall be under the direct supervision of the Building Official, and no other employee may operate any hydrant or valve without the written permission of the Building Official. The meters shall not be moved by Storage Building,WPCF City of Waterloo, Iowa GS-3 AECOM- 106083 the Contractor, but will be moved by City employees as directed by the Contractor. The water used will be charged to the Contractor at the rate of twenty(20)cents per 1,000 gallons. 10. RIGHTS OF VARIOUS INTERESTS. Whenever work being done by the City's forces or by other Contractors is contiguous to work covered by this contract,the respective rights of the various interests involved shall be established by the Building Official to secure the completion of the various portions of the work in general harmony. 11. CLOSING STREETS TO TRAFFIC. The Building Official shall be the judge of how many streets or parts of streets it is necessary for the Contractor to close at any time and may refuse to permit the closing of additional streets until such of the work is finished and opened to traffic as he may direct. 12. OBSTRUCTION OF STREETS. The work is to be carried on in such manner as to obstruct the streets, highways, and alleys as little as possible. The Contractor shall carry on the different parts of the work so as to complete the whole, as nearly as practicable, at the same time. In doing the work,the Contractor shall follow the directions of the Building Official as to the place or places where work shall be started or be carried on and the direction in which it shall be done. 13. SHANTIES AND BUILDINGS. Shanties or other buildings shall not be erected in or upon any street, highway, or alley without permission of the Building Official. If such permission be granted, it may be upon any reasonable terms prescribed by the person or body granting such permission. 14. SANITARY CONVENIENCES. The Contractor shall furnish the necessary sanitary conveniences, properly secluded,for the laborers on the work, and these shall be maintained in a manner that will be inoffensive to the public. 15. CLEANING UP. The Contractor shall, as directed by the Building Official, remove from the City's property and from all public and private property, at his own expense, all temporary structures, rubbish, and waste materials resulting from his operations before work can be considered completed. The Contractor shall also renew or ..• replace any and all fences,sidewalks,or other property damaged or disturbed by his work. 16. OMISSION OF PARTS OF GENERAL SPECIFICATIONS. Parts of the General Specifications deemed not to apply to some particular work may be omitted by special reference in other parts of the contract documents. Storage Building,WPCF City of Waterloo, Iowa GS-4 AECOM- 106083 SECTION C-CONTROL OF MATERIALS AND WORK 1. SUPERVISION AND INSPECTION. The Building Official shall have supervision of the construction provided for in this Contract and shall decide any and all questions which may arise as to the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress on the work, and all questions _ regarding the acceptable fulfillment of the terms of the Contract. Materials and construction work shall, at all times, be subject to the inspection of the Building Official or his representatives. The Contractor shall be held strictly to the true intent of these specifications as regards the quality of materials,workmanship, and the diligent prosecution of the work. The Building Official and his representatives shall, at all times, have access to the work wherever it is in preparation of progress, and the Contractor shall provide proper facilities for such access and for inspection. If the specifications, the Building Official's instructions, law ordinances, or any public authority require any work and/or materials to be especially tested or approved,the Contractor shall give the Building Official timely notice of readiness for inspection. If the inspection is to be made by authority other than the Building Official,the Contractor shall notify the Building Official of the date fixed for inspection. Inspections by the Building Official will be promptly made and, where practicable, at the source of supply. If any work should be covered up without the approval or consent of the Building Official, it must, if required by the Building Official, be uncovered for examination at the Contractor's expense. Re-examination of questioned work may be ordered by the Building Official, and, if so ordered, the work must be uncovered by the Contractor. If such work be found in accordance with the Contract, the City shall pay the cost of re-examination and replacement. If such work be found not in accordance with the Contract, the Contractor shall pay such cost unless he shall show that the defect in the work was caused by another Contractor, and, in that event,the City shall pay the cost. 2. AUTHORITIES AND DUTIES OF INSPECTORS. Inspectors may be stationed on the work to report to the Building Official as to the progress of the work and the manner in which it is being performed; also, to report whenever it appears that materials furnished and work performed by the Contractor fail to fulfill the requirements of the specifications and Contract, and to direct the attention of the Contractor to such failure or infringement; but such inspection shall not relieve the Contractor from any obligations to furnish acceptable materials or to provide completed construction that is satisfactory in every particular. In case of any dispute arising between the Inspector and the Contractor as to materials furnished or the manner of performing the work,the Inspector shall have the authority to reject materials or suspend the work until the question at issue can be referred to and decided by the Building Official. Inspectors are not authorized to revoke, alter, enlarge, relax, or release any requirements of these specifications. The Inspector shall, in no case, act as foreman or perform other duties for the Contractor,or interfere with the management of the work by the latter. 3. STATUS OF THE BUILDING OFFICIAL. The Building Official shall have general supervision and direction of the work. He has authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the Contract. He shall also have authority to reject any work and/or materials which do not conform to the specifications, to direct the application of forces to any portion of the work as, in his judgment, is required, and to order the force increased or diminished, and to decide questions which arise in the execution of the work. 4. BUILDING OFFICIAL'S DECISIONS. The Building Official shall, within a reasonable time, make decisions on all claims of the Contractor and on all other matters relating to the execution and progress of the work or the interpretation of the contract documents. —� All such decisions of the Building Official shall be final except as to the element of time and financial consideration involved,which, if no agreement in regard thereto is reached, shall be subject to arbitration. 5. STAKES AND INSTRUCTIONS. The Contractor shall provide reasonable and necessary opportunities and facilities for setting stakes and making measurements. The Contractor shall not furnish stakes or men to set them. He shall not proceed until he has received from the Building Official such stakes and instructions as may be necessary to the progress of the work. The Contractor shall carefully preserve bench marks, reference points, and stakes, and in case of willful or careless destruction, he shall be charged with the resulting extra expense and shall be responsible for any mistakes that may be caused, by their loss or disturbance. Storage Building,WPCF City of Waterloo, Iowa GS-5 AECOM- 106083 6. SUPERINTENDENCE. The Contractor shall keep on his work during its progress a competent superintendent and any necessary assistants, all satisfactory to the Building Official. The Superintendent shall not be changed except with the consent of the Building Official, unless the Superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The Superintendent shall represent the Contractor in his absence, and all directions given to him shall be as binding as if given to the Contractor. Important decisions shall be confirmed in writing to the Contractor. Other directions shall be so confirmed on written request in each case. The Contractor shall give efficient supervision to the work using his best skill and attention. He shall carefully study and compare all drawings, specifications, and other instructions, and shall report at once to the Building Official any error, inconsistency, or omission which he may discover. 7. REMOVAL OF UNAUTHORIZED WORK. Work done without lines and grade being given, work done beyond lines shown on the plans or as given, except as herein provided, or any extra or additional work done without authority, will be considered as unauthorized and at the expense of the Contractor and will not be paid for under the provisions of the Contract. Work so done may be ordered removed and replaced at the Contractor's expense. 8. REMOVAL OF DEFECTIVE MATERIALS OR WORK. The Contractor shall promptly remove from the premises all materials condemned by the Building Official as failing to conform to the Contract; whether incorporated in the work or not,and the Contractor shall promptly replace and re-execute his own work in accordance with the contract and without expense to the City, and shall bear the expense of making good all work of other Contractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned work and materials within a reasonable time, fixed by written notice, the City may remove them and may store the material at the expense of the Contractor. If the Contractor does not pay the expense of such removal within a reasonable time thereafter,the City may, upon ten(10) days' written notice, sell such materials at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs and expense that should have been borne by the Contractor; or, if the net proceeds of 'such sale are insufficient to pay the expenses of removal,the City may deduct the balance from any amounts due the Contractor. 9. MATERIALS, EQUIPMENT, APPLIANCES, AND FACILITIES. Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, transportation, and other facilities necessary for the execution and completion of the work. Materials shall be of the quality specified for each particular part of the work. Whenever, in construction of the work or in the manufacture of any article of appliance necessary for the construction or operation of the work, it is necessary to use any material that is not fully specified in these specifications, it shall be of good quality and shall meet with the approval of the Building Official. Any appliance that is necessary for the construction or operation of the work and is commonly recognized as a part of the work, shall be furnished by the Contractor as part of the work,whether or not it is specifically called for in the plans and specifications, and such appliance shall be of good quality and standard make and shall meet with the approval of the Building Official. 10. MATERIAL SAMPLES. Before the contract is awarded, the bidder may be required to furnish a statement of the origin,composition,and manufacture of any and all materials proposed for use in the performance of the Contract, together with samples of the material. These samples will be considered as representative and typical of the material to be obtained from any particular source. 11. CHARACTER OF WORKMEN AND EQUIPMENT. The Contractor shall employ competent and efficient workmen for every kind of work. Any person employed on the work who shall refuse or neglect to obey the directions of the Building Official or Inspector,or who shall be deemed incompetent or disorderly,or who shall commit trespass upon public or private property in the vicinity of the work, shall be dismissed when the Building Official so _ orders, and shall not be re-employed unless express permission be given by the Building Official. The Contractor shall, at all times,enforce discipline and good order among his employees. The methods, equipment, and appliances used on the work, and the labor employed, shall be such as will produce a satisfactory quality of work and shall be adequate to complete the contract within the specified time limit. 12. HIRING CITY EMPLOYEES. The Contractor shall not employ and hire any of the City's employees without the permission of the Building Official. Storage Building,WPCF City of Waterloo, Iowa GS-6 AECOM- 106083 13. LABOR. Local labor shall be given preferences so far as practicable. 14. THE CITY'S RIGHT TO DO WORK. If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this Contract,the City of Waterloo, after three(3)days'written notice to the Contractor may, without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor, provided, however,that the Building Official shall approve both such action and the amount charged to the Contractor. Storage Building,WPCF City of Waterloo, Iowa GS-7 AECOM-106083 SECTION D-PROCEDURE AND PROGRESS 1. ORDER OF COMPLETION - USE OF COMPLETED PORTIONS. The Contractor shall complete any portion or portions of the work in such order or time as the Building Official may require. The City shall have the right to take possession of and use completed or partially completed portion of the work at any time, but such taking possession and use shall not be deemed an acceptance of work so taken or used, or any part thereof. If such prior use increases the cost of or delays the work,the Contractor shall be entitled to such extra compensation or extension of time,or both, as the Building Official may determine. 2. WEATHER. During stormy or inclement weather, all work shall be suspended, except such as can be done in an acceptable manner. Permission to work during freezing, stormy, or inclement weather shall in no way be construed as a release of the Contractor's responsibility regarding the quality of the finished work at such time. 3. SUNDAYS AND LEGAL HOLIDAYS. Except for such work as may be required to properly maintain or protect completed or partially completed construction or to maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the Building Official. 4. DELAYS AND EXTENSION OF TIME. If the Contractor be delayed in the completion of the work by an act of neglect of the City, or its employees; or by any other Contractor employed by the City; or by changes ordered in the work; or by strikes, lockouts, fire, unusual delays in transportation, unavoidable casualties, or any cause beyond the Contractor's control; or by delay authorized by the Building Official pending arbitration; or by any cause which the Building Official shall decide justifies the delay, then the time of completion shall be extended for such reasonable time as the Building Official may decide will compensate for such delay. No such extension shall be made for delay occurring more than thirty (30) days before claim therefore is made in writing to the Building Official. In the case of a continuing cause of delay,only one claim is necessary. This article does not exclude the recovery of damages for delay by either party under provisions in the contract documents. 5. TEMPORARY SUSPENSION OF WORK. The Building Official shall have authority to suspend the work, wholly or in part,for such period or periods of time as he may deem necessary, due to unsuitable weather or such other conditions as are considered unfavorable for the suitable prosecution of the work, or for such time as is necessary due to the failure to the Contractor to carry out orders given or to perform any or all provisions of the Contract. 6. NOTICES - HOW SERVED. Any notice to be given by the City to the Contractor under this contract shall be deemed to be served if the same be delivered to the man in charge of any office used by the Contractor or his foreman or agent at or near the work, or deposited in the post office, postpaid, addressed to the Contractor at his last known place of business. 7. PROGRESS OF WORK. The progress of the work shall be such that, at the expiration of one- fourth (1/4)of the contract period, one-eighth (1/8)of the work shall be completed; at the expiration of one-half(1/2) of the contract period,three-eighths(3/8)of the work shall be completed; at the expiration of three-fourths(3/4)of the contract period, the work shall be three-fourths (3/4) completed, and the whole work shall be completed at the expiration of the contract period. If, at any time the above schedule is not being maintained, the Council may give written notice to the Contractor and his sureties that the specifications are not being complied with. Such notice shall state what action on the part of the Contractor is required to bring the work within the requirements of the specifications. If the Contractor ..- fails,within ten (10)days,to proceed as directed in the said notice,then the Council shall have authority to annul this contract without process or action at law and take over the prosecution and completion of the work, as provided under the article covering City's right to terminate contract. 8. CITY'S RIGHT TO TERMINATE CONTRACT. If the Contractor should be adjudged a bankrupt; or if he should make a general assignment for the benefit of this creditor; or if a Receiver should be appointed on account of his insolvency; or if he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply enough skilled workmen or proper materials; or if he should fail to make prompt payment to Subcontractors or for materials or labor; or if he should persistently disregard laws, ordinances, or the instructions of the Building Official; or if he should otherwise be guilty of a substantial violation of any provision of the contract,then the City, upon the certificate of the Building Official that sufficient cause exists to justify such action, may, without prejudice to any other rights or remedy, and after giving the Contractor seven (7) days' written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and Storage Building,WPCF City of Waterloo, Iowa GS-8 AECOM- 106083 appliances thereon and finish the work by whatever method he may deem expedient. In such cases, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expenses of finishing the work, including compensation for additional managerial and administration services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the City. The expense incurred by the City as herein provided and the damage incurred through the Contractor's default shall be certified by the Building Official. 9. REMOVAL OF EQUIPMENT. In the case of annulment of this contract before completion, from any cause whatsoever, the Contractor, if notified to do so by the City; shall promptly remove any part or all of his equipment and supplies from the property of the City, failing which, the City shall have the right to remove such equipment and supplies at the expense of the Contractor. Storage Building,WPCF City of Waterloo, Iowa GS-9 AECOM-106083 SECTION E- MEASUREMENTS AND PAYMENT 1. STANDARD OF MEASUREMENT. All work completed under the contract shall be measured by the Building Official according to the United States standard measures. _ 2. SCOPE OF PAYMENTS. The Building Official's measurements of quantities shall be the basis for final payment for the work performed under this Contract. After the work is completed,the Building Official will make measurements and computations of the number of units of each of the various items of work completed, and the Contractor will be paid for the actual amount of work performed at the rates specified in his Proposal. Before final '— settlement is made,the Council may require the Contractor to submit a list of all persons furnishing labor or materials, with evidence that such persons have been paid in full. Payment shall be made in the manner set forth in official publications and Council Proceedings relative thereto. 3. PAYMENT FOR EXTRA WORK. Such extra work as may have been ordered by the Building Official and performed by the Contractor shall be compensated for as provided herein. If work is to be done or materials are to be furnished by the Contractor which cannot properly be classified under unit prices included in the Proposal, the Contractor shall be paid therefore the actual reasonable cost of the labor and materials entering _ permanently in such work, plus fifteen percent(15%) of the cost thereof. In computing the labor cost on such extra work,the following items shall be included: (a) Actual payroll expenditures for labor at the current rate therefore, and cost of materials. (b) Pay of foreman and timekeepers for actual time required on the extra work. (c) Liability insurance, prorated,for the extra work. Labor cost items on extra work shall be furnished in duplicate by the Contractor to the Inspector daily. The Inspector shall check the items, and if he finds them to be correct, he shall so certify on the statement of cost, returning one copy to the Contractor and filing one copy with the Building Official.' The Building Official shall determine the cost of materials entering into extra work from the materials and receipted freight bills for the same. For any special machine, power tools, or equipment, including fuel and lubricants, but not including small hand tools,which may be deemed necessary or desirable to use,the Contractor shall be allowed a reasonable rental thereon, to be agreed upon in writing by the Building Official before such work is begun, and to which sum no percentage is to be added. The item of cost shall not include repairs or replacement of equipment or overhead expenses of any character. The fifteen percent(15%)allowed is considered to cover the use of hand tools and all overhead expenses except liability insurance. In no case will a claim for extra compensation be allowed unless the work upon which the claim is based has been ordered in writing,except as provided hereinafter. 4. CLAIMS FOR EXTRA COST. If the Contractor claims that any instructions, by drawings or otherwise, involved extra cost under this contract, he shall give the Building Official written notice thereof within ten (10)days after completion of the work. No such claim shall be valid unless so made. 5. CLAIMS FOR EXTRA COMPENSATION. If the Contractor deems that extra compensation is due him for work and/or materials that he considered is not clearly covered in the items for which he submitted unit prices in his bid and that were not ordered in writing by the Building Official as an extra s heretofore provided,the Contractor shall notify the Building Official, in writing, of his intention to make claim for extra compensation for work and/or material before starting construction. If such written notification is not given or the Building Official is not afforded proper facilities by the Contractor for keeping strict account of actual cost as defined herein, then the Contractor hereby agrees to waive the claim for extra compensation. Such notice to the Building Official and the fact that the Building Official has kept account of cost as aforesaid, shall not in any way be construed as proving the validity of the claim, which must be passed upon by the Council. In the event that the Council finds the claim to be just, it shall be allowed and paid for as extra work as provided herein. Storage Building, WPCF City of Waterloo, Iowa GS-10 AECOM- 106083 6. COMPLETION REPORT AND OBJECTIONS THERETO. Within ten (10) days after the full completion of the work to be done under this contract, the Building Official shall make a written statement of all the work done by the Contractor hereunder, stating the quantity of each item as found by him and including a statement of all credits for extra work and all credits or debits for changes, alterations, omissions, and defects, and shall forthwith deliver a copy of such statement to the Contractor. The Contractor shall compare such statement with his own records and shall then, in writing, either approve such statement or point out any claimed errors or omissions. If any of such claims are found correct,the Building Official shall,within ten (10)days, prepare a new statement, a copy of which shall in like manner be delivered unto the Contractor. The Building Official will not file a formal completion report with the City until the Contractor has approved the same. If the figures of the Building Official and the Contractor cannot be reconciled, or there is a difference of opinion regarding some item or items, then such difference of opinion shall be submitted to arbitration as hereinafter provided, and the decision of the arbitrator or arbitrators shall be final, and the Building Official shall, within a period of five(5)days,file his completion report. Before action by the City Council upon such completion report, the Contractor shall also file a written statement of any claims he may have against the City, other than those shown by such completion report, growing out of this contract or the work done hereunder. The City shall retain ten percent (10%) of the amount due the Contractor on the completion report for a period of thirty(30)days. If no claims are filed against the Contractor within thirty(30)days,the final ten percent(10%)shall then be paid to the Contractor. 7. WAIVER. By the execution of this contract,the Contractor agrees that any objections he may have to the statement of the amount of work done hereunder included by the Building Official in this completion report, and any claims of the Contractor against the City growing out of this contract and the work done hereunder which are not stated in writing in the manner and within the time provided in Article 6, Section E hereof, shall be waived, and no such claim shall thereafter be asserted against the City. Storage Building,WPCF City of Waterloo, Iowa GS-11 AECOM- 106083 SECTION F- LEGAL RELATIONS AND RESPONSIBILITIES 1. LAWS RELATING TO WORK. The Contractor is presumed to be familiar with all laws, ordinances, and regulations which may, in any manner, affect those engaged or employed upon the work or the materials or equipment used in or upon the work, and shall conduct the work so as not to conflict with such laws, ordinances, and regulations. 2. PROTECTION OF WORK AND PROPERTY. The Contractor for any part of the improvement shall be held responsible for the care of materials and of partially completed and completed work until final acceptance of the same by the Council. He will be required to make good at his own expense any damage which the work may sustain from any cause prior to the filing of the Building Official's certificate of completion. He shall take all risk from floods and casualties of every description and make no charge for delay due to such cause. He may, however, be allowed a reasonable extension of time on account of such delays. He shall correct or make good at his own expense all damages to adjacent property due to the acts or negligence of his employees of the prosecution of his work, and save the City harmless therefore. The Contractor shall be held liable and responsible for all damages done to water, sewer, drain, or other — underground pipes and structures, and to sidewalks and private property. 3. RESPONSIBILITY FOR ACCIDENTS. The Contractor shall assume full responsibility for all damages sustained by persons or property due to the carrying on of his work until final acceptance thereof, or until released by the Building Official in writing. 4. LIABILITY INSURANCE. The Contractor shall carry liability insurance which shall save the City harmless and protect the public and any person from injury sustained by the reason of the prosecution of the work or the handling or storing of materials therefore, and said Contractor shall also carry liability insurance which shall meet the requirements of the Iowa Worker's Compensation Law. Before work shall be started on this contract, the Contractor shall furnish the City Clerk with proper affidavit _ or Affidavits executed by representatives of duly qualified insurance companies, evidencing that said insurance company or companies have issued liability insurance policies, effective during the life of the contract, or for a period of a least ten (10)days following the filing of written notice of cancellation, protecting the public and any person from injuries or damages sustained by reason of carrying on the work involved in the Contract. The affidavit shall specifically evidence the following forms of insurance protection: (a) Public liability insurance covering all operations performed by persons directly employed by the Contractor. (b) Public liability insurance covering all operations performed by any Subcontractor to whom a portion of the work may have been assigned. (c) Public liability insurance covering all work upon the project performed by any independent Contractor working under the direction of either the principal Contractor or a Subcontractor. (d) Motor vehicle bodily injury liability insurance and property damage liability insurance on all motor vehicles employed on the work, whether owned by the Contractor or by other persons, firms, or corporations. (e) The minimum protection shall be as follows: Comprehensive General Liability Insurance General Aggregate Limit $5,000,000.00 Products—Completed Operations Aggregate Limit $5,000,000.00 Each Occurrence Limit $5,000,000.00 Comprehensive Automobile Liability Insurance $1,000,000.00 Storage Building,WPCF City of Waterloo, Iowa GS-12 AECOM- 106083 The Contractor shall have the City of Waterloo, Iowa, named as an "Additional Named Insured". A certificate,or a policy if requested,shall be filed with the Owner, All certificates and/or policies of insurance furnished by the Contractor to be filed with the City Clerk shall include the name and address of the agency issuing the same. It shall also be required that the City Clerk be notified by registered mail of the cancellation or expiration of the above insurance. 5. BARRICADES AND SIGNS. The Contractor shall, at his own expense and without further or other order, provide, erect, and maintain, at all times during the progress and suspension of the work and until completion _ and final acceptance thereof, suitable and requisite barricades, signs, or other adequate protection, as required by the latest edition of the"Iowa Manual on Uniform Traffic Control Devices for Streets and Highways"and shall provide, keep, and maintain such barricades, signs, etc., as may be required or as may be ordered by the City Building Official, to insure the safety of the public as well as those engaged on the work. All barricading plans shall be approved by the City Building Official. 6. ROYALTIES AND PATENTS. The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the City harmless from loss on account thereof, except that the City shall be responsible for all such loss when a particular process or the product of a particular manufacturer is specified. 7. PERMITS AND REGULATIONS. Permits and licenses of a temporary nature for the prosecution of the work shall be secured and paid for by the Contractor. Permits, license, and easements for permanent changes in existing facilities shall be secured and paid for by the City. 8. CLAIMS FOR DAMAGES. Any claim for damages arising under this Contract shall be made in writing to the party liable within a reasonable time of the first observance of such damage and no later than the time of final payment, except as expressly stipulated otherwise in the case of faulty work or materials, and shall be adjusted by agreement or arbitration. The Contractor shall be held for the payment of all just claims against him arising out of the prosecution of this contract, and his bond will not be released until such claims are paid for dismissed. 9. ASSIGNMENT OF CONTRACT. The Contractor shall not sell or assign the contract or sublet any portion of the work provided for therein without the written consent of the City Council. 10. SUBCONTRACTORS. The Contractor shall, as soon as practicable after the signature of the contract, notify the Building Official in writing of the names of the Subcontractors proposed for the work and shall not employ any that the Building Official may,within a reasonable time,object to as incompetent or unfit. The Contractor agrees that he is as fully responsible to the City for the acts and omission of his Subcontractors and of persons either directly or indirectly employed by them as he is for the acts and omissions of persons directly employed by him. Nothing contained in the contract documents shall create any contractual relation between any Subcontractor and the City. 11. ARBITRATION. All questions subject to arbitration under this Contract shall be submitted to arbitration at the choice of either party to the dispute. The Contractor shall not cause a delay of the work during any arbitration proceedings, except by agreement with the Building Official. The demand for arbitration shall be filed in writing with the Building Official, in the case of an appeal from his decision,within ten(10)days of its receipt, and in any other case,within a reasonable time after cause thereof, and in no case later than the time of final payment, except as otherwise expressly stipulated in the contract. If the Building Official fails to make a decision within a reasonable time, an appeal to arbitration may be taken as if his decision had been rendered against the part appealing. No one shall be nominated or act as an arbitrator who is in any way financially interested in the contract or in the business affairs of either the City or the Contractor. The general procedure shall conform to the laws of the State of Iowa. Unless otherwise provided by such laws,the parties may agree upon one arbitrator; otherwise, there shall be three--one named in writing by each party Storage Building,WPCF City of Waterloo, Iowa GS-13 AECOM-106083 to this contract to the other party, and the third chosen by these two arbitrators, or, if they fail to select a third within ten (10)days,then he shall be chosen by the Comptroller of the State of Iowa. Should either party refuse or neglect to supply the arbitrators with any papers or information demanded in writing, the arbitrators are empowered by both parties to proceed ex parte. If there be one arbitrator, his decision shall be binding; if three, the decision of any two shall be binding. Such decision shall be a condition precedent to any right of legal action, and, wherever permitted by law, it may be filed in Court to carry it into effect. The arbitrators, if they deem that the case demands it, are authorized to award to the party whose contention is sustained such sums as they shall deem proper for the time, expense, and trouble incident to the appeal, and, if the appeal was taken without reasonable cause, damages for delay, the arbitrators shall fix their own compensation unless otherwise provided by agreement, and shall assess the costs and charges of the arbitration — upon either or both parties. The award of the arbitrators must be in writing, and it shall not be open to objections on account of the form of proceeding or the award, unless otherwise provided by the laws of Iowa. .-- In the event of such laws providing on any matter covered by this article otherwise than as hereinbefore specified,the method of procedure throughout and the legal effect of the award shall be wholly in accordance with the laws of the State of Iowa, it being intended hereby to lay down a principle of action to be followed, leaving its local application to be adopted to the legal requirements of the place in which the work is to be done. 12. PERFORMANCE BOND. The Contractor shall, at the time of execution and delivery of this contract and before the taking effect of same,furnish and deliver to the City a written bond of indemnity to the amount required by law in form and substance, and with surety thereon satisfactory and acceptable to the City, to insure the faithful performance by the Contractor of all the covenants and agreements on the part of the Contractor contained in this contract. This bond shall remain in force and effect for the full amount of the Contract. 13. PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the provisions of the Contract or in exercising any power or authority granted him thereby, there shall be no liability upon the Building Official or his authorized assistants, either personally or as an official of the City, it being understood that in such matters he acts as the agent and representative of the City. 14. JURISDICTION. Any action in Court against the Contractor or sureties on his bond because of damages to property or individuals by said Contractor or his workmen, or because of the violation of any provisions of the specifications, or on account of the failure of said Contractor to comply fully with these provisions, shall be brought in the District Court of the State of Iowa in and for Black Hawk County. 15. TERMINATION OF RESPONSIBILITY. The Contract shall be considered as completed and the Contractor released from further obligations except as to the requirements of his bond, after the work has been completed and finally accepted and final estimates have been allowed and the completion report of the Building — Official has been filed and approved by the Council. 16. CITY'S LEGAL RIGHTS. The City shall not be precluded by any measurements, estimate, or certificate made, either before or after the completion and acceptance of the work and payment therefore, from showing the true amount and character of the work performed and materials furnished by the Contractor, or from showing that any such measurement, estimate,or certificate is untrue or incorrectly made, or the work or materials do not, in fact,conform to the Contract. The City shall not be precluded, notwithstanding any such measurements, estimate, or certificate and payment in accordance therewith, from recovering from the Contractor and his surety such damages as it may sustain by reason of his failure to comply with the terms of the Contract. Neither the acceptance by the City or any of its representatives, nor any payment for or acceptance of the whole or any part of the work, nor any extension of time, nor any possession taken by the City, shall operate as a waiver on any portion of the contract or of any power herein reserved, or any right to damages herein provided. A waiver of any breach of the contract shall not be held to be a waiver of any other or subsequent breach. Storage Building,WPCF City of Waterloo, Iowa GS-14 AECOM- 106083 114 SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION 1. SUBCONTRACTS The contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to require compliance by each subcontractor with the applicable provisions of the contract for the improvements embraced in this contract. 2. REVIEW BY THE CITY OF WATERLOO The City of Waterloo, its authorized representatives and agents, shall at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this contract, provided, - however,that all instructions and approval with respect to the work will be given to the contractor only by the City of Waterloo through its authorized representative or agents. 3. INSPECTION a. The contractor shall furnish promptly all materials reasonably necessary for any tests which may be required. All tests by the City of Waterloo will be performed in such manner as not to delay the work unnecessarily and will be made in accordance with the provisions of the Technical Specifications. b. Inspection of materials and appurtenances to be incorporated in the improvements embraced in this contract may be made at the place of production, manufacture or shipment, whenever the —. quantity justifies it, and such inspection and acceptance, unless otherwise stated in the Technical Specifications, shall be final, except as regards (1) latent defects, (2) departures from specific requirements of the contract, (3)damage or loss in transit, or(4)fraud or such gross mistakes as amount to fraud. Subject to the requirements contained in the preceding sentence, the inspection ..� of materials as a whole or in part will be made at the project site. 4. WARRANTY OF TITLE No material, supplies, or equipment to be installed or furnished under this contract shall be purchased subject to any chattel mortgage or under a conditional sale, lease-purchase or other agreement by which an interest therein or in any part thereof is retained by the seller or supplier. The contractor shall warrant good title to all materials,supplies,and equipment installed or incorporated in the work and upon completion of all work, shall deliver the same together with all improvements and appurtenances constructed or placed •mg thereon by him to the City of Waterloo free from any claims, liens, or charges. Neither the contractor nor any person, firm, or corporation furnishing any material or labor for any work covered by this contract shall have any right to a lien upon any improvement or appurtenance thereon. Nothing contained in this paragraph, however, shall defeat or impair the right of persons furnishing materials or labor to recover under any bond given by the contractor for their protection or any rights under any law permitting such persons to look to funds due the contractor in the hands of the City of Waterloo. The provisions of this paragraph shall be inserted in all subcontracts and material contracts and notice of its provisions shall be given to all persons furnishing materials for the work when no formal contract is entered into for such materials. a Storage Building,WPCF City of Waterloo, Iowa SGS-1 AECOM-106083 SECTION 01112 SUMMARY OF WORK PART 1 GENERAL 1.01 SUMMARY A. The extent of the work involved is the construction of a 70' x 150' storage building at the Water Pollution Control Facility in Waterloo, Iowa,which includes concrete foundations,concrete floors,floor drains,sanitary piping,and a pre-engineered steel building with overhead doors and an internal restroom. B. Measurement and Payment: 1. Work specified in this section is considered incidental and payment shall be included as part of appropriate lump sum or unit prices included in Bid Form. 1.02 DEFINITIONS A. Standard Specifications: "Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction,Series 2001"(IDOT Specs). 1.03 FORM OF SPECIFICATIONS A. These Specifications are written in imperative and abbreviated form. Imperative language of Specification sections is directed at CONTRACTOR, unless specifically noted otherwise. Incomplete sentences in Specifications shall be completed by inserting"shall,""CONTRACTOR shall,""shall be,"and similar mandatory phrases by inference in same manner as they are applied to notes on Drawings.Words"shall be"shall be supplied by inference where colon(:)used within sentences or phrases. Except as worded to contrary,fulfill (perform) indicated requirements whether stated imperatively or otherwise. B. Items of Work are specified by section. Specifications or requirements of one or more sections may apply or be referenced in other sections. _ C. Provide Work described and comply with requirements stated in each Specification section and Drawings unless specifically assigned to other Contractors or OWNER(City of Waterloo). 1.04 CONTRACTS A. Perform Work under single unit price Contract with OWNER. 1.05 MILESTONES(WORK SEQUENCE) A. Construct Work in stages to accommodate use of site during construction period; coordinate Construction Progress Schedule and operations with OWNER and ENGINEER. B. Construct Work in stages to provide for public convenience. 1. Do not close off public use of facilities until completion of one stage of construction provides alternative usage. 2. Stages of construction are those indicated on Drawings. 1.06 CONTRACTOR'S USE OF PREMISES A. Limit use of premises for Work and storage to allow for following. 1. Work by other Contractors. 2. OWNER occupancy. 3. Public use. B. Conduct operations to ensure least inconvenience to general public.Coordinate use of premises with OWNER. Storage Building,WPCF City of Waterloo, Iowa 01112-1 AECOM- 106083 C. Assume full responsibility for protection and safekeeping of products under this Contract. D. Obtain and pay for use of additional storage or Work areas needed for operations at no additional cost to OWNER. E. Confine operations to areas within Contract limits indicated. Do not disturb portions of site beyond areas in which Work is indicated. F. Keep driveways,roads,and entrances serving premises clear and available to OWNER and public at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on Site. PART 2 PRODUCTS (Not Used) _ PART 3 EXECUTION (Not Used) END OF SECTION*** Storage Building,WPCF City of Waterloo, Iowa 01112-2 AECOM- 106083 SECTION 01316 ENGINEER'S STATUS DURING CONSTRUCTION PART 1 GENERAL 1.01 OWNER'S REPRESENTATIVE A. Project has been designed by AECOM who is hereinafter called ENGINEER,and who is to act as OWNER'S representative,assume duties and responsibilities, and have rights and authority assigned to ENGINEER in Contract Documents in connection with completion of Work in accordance with Contract Documents. 1.02 DEFINITIONS A. ENGINEER: 1. As used in Specification Divisions 1 through 16 and on Drawings refers to AECOM. B. OWNER: 1. As used in Specification Divisions 1 through 16 and used on Drawings is defined as City of Waterloo. 1.03 VISITS TO SITE A. ENGINEER will make visits to Site at intervals appropriate to various stages of construction as ENGINEER deems necessary in order to observe as experienced and qualified design professional progress that has been made and quality of various aspects of CONTRACTOR's executed Work. Based on information obtained during such visits and observations, ENGINEER,for benefit of OWNER,will determine,in general,if Work is proceeding in accordance with Contract Documents. ENGINEER will not be required to make exhaustive or continuous inspections on Site to check quality or quantity of Work. ENGINEER's efforts will be directed toward providing for OWNER greater degree of confidence that completed Work will conform generally to Contract Documents. On basis of such visits and observations, ENGINEER will keep OWNER informed on progress of Work and will endeavor to guard OWNER against defective Work. 1.04 CLARIFICATIONS AND INTERPRETATIONS A. ENGINEER will,with reasonable promptness,render a written clarification or interpretation of requirements of Contract Documents. The ENGINEER'S written decision will be final and binding on OWNER and CONTRACTOR, subject to provisions for making claims. 1.05 AUTHORIZED VARIATIONS IN WORK A ENGINEER may authorize minor variations in Work from requirements of Contract Documents which do not involve adjustment in Contract Price or Contract Times and are compatible with design concept of completed project as functioning whole as indicated by Contract Documents. These may be accomplished by Field Order and will be binding on OWNER and also on CONTRACTOR,who shall perform Work involved promptly. If OWNER or CONTRACTOR believes that a Field Order justifies an adjustment in the Contract Price or Contract Times,or both,and the parties are unable to agree on entitlement to or on amount or extent,if any, of any adjustment, a claim may be made therefore as provided in General Conditions. 1.06 REJECTING DEFECTIVE WORK A. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective,or that ENGINEER believes will not produce completed Project that conforms to Contract Documents or that will prejudice integrity of design concept of a completed Project as functioning whole as indicated by Contract Documents. ENGINEER will also have authority to require special inspection or testing of Work whether or not Work is fabricated, installed or completed. 1.07 DECISIONS ON REQUIREMENTS OF CONTRACT DOCUMENTS AND ACCEPTABILITY OF WORK A. ENGINEER will be initial interpreter of requirements of Contract Documents and judge of acceptability of Work thereunder. All matters in question and other matters between OWNER and CONTRACTOR arising prior to Storage Building,WPCF City of Waterloo, Iowa 01316-1 AECOM- 106083 the date of final payment is due relating to the acceptability of the Work,and interpretation of requirements of Contract Documents pertaining to performance of Work will be referred initially to ENGINEER in writing within 30 days of the event giving rise to the question. B. Notice: Written notice stating general nature of each such Claim shall be delivered by claimant to ENGINEER — and other party to Contract promptly(but in no event later than 30 days)after start of event giving rise thereto. The responsibility to substantiate a Clain shall rest with the party making the Claim. Notice of amount or extent of Claim, with supporting data shall be delivered to ENGINEER and other party to Contract within 60 days after start of such event(unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of such claim. Claim for adjustment in Contract Price or Contract Time shall be prepared in accordance with Contract Documents. Each Claim shall be accompanied by claimants'written statement that adjustment claimed is entire adjustment to which claimant is entitled as result of said event. Opposing party shall submit any response to ENGINEER and claimant within 30 days after receipt of claimant's — last submittal(unless ENGINEER allows additional time). C. ENGINEER's Action: ENGINEER will review each Claim and,within 30 days after receipt of last submittal of claimants or last submittal of claimant or last submittal of opposing party, if any, take one of the following —� actions in writing: 1. deny the Claim in whole or in part, 2. approve the Claim,or — 3. notify the parties that the ENGINEER is unable to resolve the Claim if, in the ENGINEER'S sole discretion,it would be in appropriate for the ENGINEER to do so. For the purposes of further dispute resolution of the Claim, such notice shall be deemed a denial. D. In the event that the ENBGINEER does not take action on a Claim within said 30 days,the Claim shall be deemed denied. E. ENGINEER'S written action under paragraph C above or denial pursuant will be final and binding upon OWNER and CONTRACTOR,unless OWNER and CONTRACTOR invoke the dispute resolution procedure set forth in the Contract Documents. F. When functioning as interpreter and judge under above paragraphs, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with interpretation or decision rendered in good faith in such capacity. A decision by ENGINEER shall be required as a condition precedent to any exercise by OWNER or CONTRACTOR of any rights or remedies either may otherwise have under Contract Documents or by Laws or Regulations in respect to such claims. — 1.08 SHOP DRAWINGS AND SAMPLES A. ENGINEER's Review: 1. ENGINEER will provide timely review of Shop Drawings and Samples in accordance with schedule of submittals acceptable to ENGINEER. ENGINEER's review and approval will be only to determine if items covered by submittals will,after installation or incorporation in Work,conform to information given in Contract Documents and be compatible with design concept of completed Project as functioning — whole as indicated by Contract Documents. 2. ENGINEER'S review and approval will not extend to means, methods, techniques, sequences or procedures of construction(except where specific means,method,technique,sequence or procedure of construction is specifically and expressly called for by Contract Documents)or to safety precautions or — programs incident thereto. Review and approval of separate item as such will not indicate approval of assembly in which item functions. 3. ENGINEER'S review and approval shall not relieve CONTRACTOR from responsibility for any variation from requirements of Contract Documents unless CONTRACTOR has in writing called ENGINEER'S attention to each such variation at time of submittal and ENGINEER has given written approval of each such variation by specific written notation thereof incorporated in or accompanying Shop Drawing or Sample. ENGINEER'S approval will not relieve CONTRACTOR from responsibility for complying with CONTRACTOR's submittal procedures established in Contract Documents. Storage Building,WPCF City of Waterloo, Iowa 01316-2 AECOM- 106083 B. Resubmittal Procedures: 1. CONTRACTOR shall make corrections required by ENGINEER, and return required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than corrections called for by ENGINEER on previous submittals. C. Where Shop Drawing or Sample is required by Contract Documents, related Work performed prior to ENGINEERS review and approval of pertinent submittal will be at CONTRACTOR'S sole expense and responsibility. 1.09 SUBSTITUTIONS A. ENGINEER's Evaluation: 1. ENGINEER will be allowed reasonable time within which to evaluate each proposed substitute. ENGINEER will be sole judge of acceptability. No substitute will be ordered, installed or utilized until ENGINEER'S review is complete,which will be evidenced by either a Change Order or approved Shop Drawing. ENGINEER will advise CONTRACTOR in writing of any negative determination. OWNER may require CONTRACTOR to furnish,at CONTRACTOR'S expense,special performance guarantee or other surety with respect to any substitute. 1.10 LIMITATIONS ON ENGINEER'S AUTHORITY AND RESPONSIBILITIES A. Neither ENGINEER'S authority or responsibility under this Specification Section or under any other provision of Contract Documents nor any decision made by ENGINEER in good faith to either exercise or not exercise such authority or responsibility or undertaking, exercise, or performance of any authority or responsibility by ENGINEER shall create,impose,or give rise to any duty in contract,tort,or otherwise owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, or any other individual or entity, or to any surety for or employee or agent of any of them. B. Whenever in Contract Documents terms"as allowed","as approved"or terms of like effect or import are used, or adjectives "reasonable", "suitable", "acceptable," "proper" or"satisfactory" or adjectives of like effect or import are used to describe action or determination of ENGINEER as to Work,it is intended that such action or determination will be solely to evaluate, in general,completed Work for compliance with requirements of and information in Contract Documents and conformance with design concept of completed Project as functioning whole as shown or indicated in Contract Documents(unless there is specific statement indicating otherwise). Use of any such term or adjective shall not be effective to assign ENGINEER any duty or authority to supervise or direct performance of Work or any duty or authority to undertake responsibility contrary to provisions of Contract Documents. C. ENGINEER will not supervise,direct, control or have authority over or be responsible for CONTRACTOR'S means,methods,techniques,sequences or procedures of construction,or safety precautions and programs incidental thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to performance of Work. ENGINEER will not responsible for CONTRACTOR'S failure to perform Work in accordance with Contract Documents. "— D. ENGINEER will not be responsible for acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier,or of any other individual or entity performing any Work. E. Limitations upon authority and responsibility set forth shall also apply to ENGINEER's Consultants, Resident Project Representative, and assistants. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION -- (Not Used) ***END OF SECTION*** Storage Building,WPCF City of Waterloo, Iowa 01316-3 AECOM- 106083 SECTION 01340 SUBMITTALS PART 1 GENERAL 1.01 SUMMARY A. Section specifies procedural requirements for Work-related (non-administrative) submittals including Shop Drawings, substitutions, product data, samples, test data, operations and maintenance data, and other miscellaneous Work-related submittals. 1. Submittals for record drawings are specified in Section 01788. —' B. Administrative Submittals: Procedures concerning items such as listing of manufacturers, Suppliers, Subcontractors, Construction Progress Schedule, schedule of Shop Drawing submissions, bonds, payment applications, insurance certificates,and schedule of values are specified elsewhere. —' C. Work-Related Submittals: 1. Substitutes and"Or Equal" Items: a. Includes material or equipment described in Paragraph 6.05 of General Conditions which CONTRACTOR requests ENGINEER to accept, after Effective Date of the Agreement. 2. Shop Drawings: a. Includes technical data and drawings specially prepared for this Project,including fabrication and installation drawings,diagrams,data sheets,schedules,templates,patterns,reports,instructions, design mix formulas, measurements, and similar information not in standard printed form. b. Standard catalog type information prepared without specific reference to Project is not considered as Shop Drawing. 3. Product Data: a. Includes standard catalog type printed information on manufactured materials, equipment and systems that has not been specially prepared for this Project, including manufacturer's product specifications,catalog cuts,standard wiring diagrams,printed performance curves,mill reports, and standard color charts. 4. Samples: a. Includes fabricated and manufactured physical examples of materials, products, and units of work,includes complete units,partial cuts of manufactured or fabricated work,swatches showing color,texture, and pattern,and units of work to be used for independent inspection and testing. b. Mock-ups are special forms of samples too large or otherwise inconvenient for handling in manner specified for transmittal of sample submittals. 5. Test Results: a. Includes source and field quality inspection and test reports, actual performance curves, and certifications of results prepared specifically for equipment, material, and systems provided for this Project. b. Standard catalog charts or standard test results are considered Product Data. 6. Operations and Maintenance Data: a. Includes information and directions for operating and maintaining equipment provided and installed for this Project. May be standard for equipment or prepared specifically for this Project. Storage Building,WPCF City of Waterloo, Iowa 01340-1 AECOM- 106083 7. Miscellaneous Submittals: a. Work-related submittals that do not fit in previous categories,includes schedules,photographs, guarantees, warranties, certifications, maintenance agreements, workmanship bonds, survey data and reports, physical work records, copies of industry standards,field measurement data, extra materials, keys, and similar information, devices, and materials applicable to Work. 1.02 SUBMITTAL PROCEDURES A. Coordination: 1. Coordinate preparation and processing of submittals with performance of Work. Coordinate each submittal with other submittals and related activities such as substitution requests,testing,purchasing, fabrication,delivery,and similar activities requiring sequential activity. 2. Coordinate submission of different units of interrelated Work so one submittal not be delayed by ENGINEER'S need to review related submittal. ENGINEER may withhold action on submittal requiring _ coordination with other submittals until related submittals are provided. 3. Prepare and transmit each submittal sufficiently in advance of scheduled performance of related Work and other applicable activities. — B. Submittal Preparation: 1. Stamp and sign each submittal certifying to review of submittal,verification of material,and equipment, _ field measurement, field construction criteria, and coordination of information within submittal with Contract Documents. 2. Transmittal Form: Identify following: a. Date of submittal and dates of previous submittals. b. Project title and number. c. Submittal number. d. Contract identification. e. Names of: 1) CONTRACTOR. 2) Supplier. 3) Manufacturer. f. If submittal is for substitute item of material or equipment, identify as"substitute"on transmittal and include"Contractor's Application for Consideration of Substitute"with submittal g. Identification of equipment and material with equipment identification numbers,motor numbers, and Specification section number. h. Variations from Contract Documents. C. Resubmittal Preparation: 1. Comply with requirements described in Submittal Preparation above, and in addition: a. Identify on transmittal form submittal is resubmission. b. Make corrections or changes in submittals required by ENGINEER'S notations on returned — submittal. c. Respond to ENGINEER'S notations: 1) On transmittal or separate page attached to CONTRACTOR'S resubmission transmittal, answer or acknowledge in writing notations or questions indicated by ENGINEER on _ ENGINEER'S transmittal form returning reviewed submission to CONTRACTOR. 2) Identify each response by question or notation number established by ENGINEER. 3) If CONTRACTOR does not respond to each notation or question, resubmission will be returned without action by ENGINEER until CONTRACTOR provides written response to ENGINEER'S notations or questions. d. CONTRACTOR-initiated revisions or variations. Storage Building,WPCF City of Waterloo, Iowa 01340-2 AECOM- 106083 1) On transmittal form, identify variations or revisions from previously reviewed submittal, other than those called for by ENGINEER. 2) ENGINEER'S responsibility for variations or revisions is established in Article 6.17 of General Conditions. 1.03 SPECIFIC SUBMITTAL REQUIREMENTS A. General: 1. Specific submittal requirements for individual units of Work are specified in applicable Specification section. Except as otherwise indicated in Specification sections, comply with requirements specified below for each indicated type of submittal. 2. If ENGINEER has responded to Written Clarification/Interpretation/Request submitted by CONTRACTOR, CONTRACTOR shall include ENGINEER'S response with applicable submittal. B. Requests for Substitute Items: 1. Collect data for items to be submitted for review as substitute items into one submittal for each item of material or equipment in accordance with Paragraph 6.05 of General Conditions. 2. Include completed "Contractor's Application for Consideration of Substitution" form as required by Supplementary Conditions. 3. Submit with other scheduled submittals for material or equipment allowing time for ENGINEER to evaluate additional information required to be submitted. 4. If CONTRACTOR requests to substitute for material or equipment specified, but not identified in Specification as requiring submittals,CONTRACTOR shall indicate substitution submittal in Submittal • Schedule. C. Shop Drawings: 1. Submit newly prepared information,with graphic information at accurate scale and name of preparer indicated (firm name). Show dimensions and note which are based on field measurement, identify materials and equipment included in Work, and revisions on resubmittals. Indicate compliance with standards and notation of coordination requirements with other Work. Encircle, bubble or otherwise indicate selections of products or materials and/or variations from Contract Documents or previous _ submittals. Highlighting may be used in addition to circling or bubbling of appropriate materials or variations from Contract Documents or previous submittals to direct the attention of the reviewer, but may not be utilized exclusively due to the difficulty in continuity of selections through copying and/or scanning of the submittal. Other acceptable means of selection of materials,products or variations from Contract Documents or previous submittals include striking out selections not included as part of the submittal,providing an arrow pointing directly to the selection or other means that remain after copying and/or scanning. 2. If Drawings prepared by ENGINEER are used in preparation of Shop Drawings,remove ENGINEER's - identification. 3. Provide 8 in. by 3 in. blank space for CONTRACTOR and ENGINEER stamps. 4. Submittals: a. Submit 1 reverse sepia reproducible and 1 blue line or black line print for drawings larger than 11 in. by 17 in., reproducible will be returned. b. Submit 2 blue line or black line prints for other drawings. Storage Building,WPCF City of Waterloo, Iowa 01340-3 AECOM- 106083 D. Product Data: 1. Preparation: a. Collect required data into single submittal for each unit of Work or system. Where product data includes information on several similar materials or equipment,some of which are not required for use on Project or not included in submittal,mark copies to show which items are not applicable to Project. b. Where product data must be specially prepared for equipment, materials or systems, because — standard printed data is not suitable for use, submit data as Shop Drawing and not as product data. 2. Submittals: -- a. Submit 6 copies. b. Submittal is final when ENGINEER returns submittal marked "Approved," or "Approved as Noted". — 3. Distribution: a. Maintain one set of product data(for each submittal)at Project site, available for reference by — ENGINEER and others. E. Samples: 1. Preparation: a. Provide samples physically identical with proposed materials or equipment to be incorporated into Work. Where variations in color, pattern or texture are inherent in material or product — represented by sample, submit multiple units (not less than 3) showing approximate limits of variations. b. Provide full set of option samples where selection by ENGINEER is required. c. Include information with each sample to show generic description,source or product name and manufacturer, limitations, and compliance with standards. d. Submit samples for ENGINEER's visual review of general generic kind, color, pattern,texture, and for final check of coordination of these characteristics with other related elements of Work. e. Mock-ups and similar samples specified in Specification sections are recognized as special type _ of samples. Comply with samples submittal requirements to greatest extent possible. 2. Submittals: a. At CONTRACTOR's option, and depending upon nature of anticipated response from ENGINEER, initial submittal of samples may be preliminary or final submittal. b. Preliminary submittal, of single set of samples, required where Specification's indicate ENGINEER's selection of color, pattern, texture or similar characteristics from manufacturer's range of standard choices is necessary. Preliminary submittals will be reviewed and returned with ENGINEER's"Action"noted. c. Final Submittals: Submit 3 sets of samples in final submittal, 1 set will be returned. 3. Distribution: — a. Maintain returned set of samples at Project site, in suitable condition and available for quality control comparisons throughout course of performing Work. F. Test Results: 1. Preparation: a. Identify each test by Specification section and type of test. Storage Building, WPCF City of Waterloo, Iowa 01340-4 AECOM- 106083 2. Submittals: a. Submit 3 copies. b. Submittal is to confirm that results of tests verify materials, products, and systems comply with Contract Documents and are not for approval. 3. Distribution: a. Unless otherwise required in Specifications,test results shall be submitted to ENGINEER's field office or if ENGINEER has no field office to ENGINEER's office. G. Miscellaneous: 1. Guarantees,Warranties, Maintenance Agreements,and Workmanship Bonds: a. Refer to Specification sections for requirements. Submittal is considered final when submittal returned by ENGINEER,marked"Approved"or"Approved as Noted." b. In addition to copies desired for CONTRACTOR's use, furnish 2 executed copies. Provide 2 additional copies where required for maintenance data. 2. Certifications: -- a. Refer to Specification sections for requirement on submittal of certifications. Submit 6 copies. Certifications are submitted for review of conformance with specified requirements and information. 3. Closeout Submittals: a. Refer to Specification sections and Section 01788 for requirements on submittal of closeout information, materials,tools,and similar items. 1) Materials and Tools: Spare parts, extra and overrun stock, maintenance tools and devices, keys,and similar physical units to be submitted. 2) Operating and maintenance data. H. Operating and Maintenance(O&M)Data: 1. Organize operations and maintenance information into suitable sets of manageable size,and bind into individual binders properly identified and indexed (thumb-tabbed). Include emergency instructions, safety precautions, spare parts listing, copies of warranties, wiring diagrams, recommended "turn-around" cycles, inspection procedures, Shop Drawings, Product Data, and similar applicable information. a. Manufacturer's printed instructions regarding safety precautions for both (a) protection of "' personnel operating equipment and systems and (b) prevention of damage to equipment and systems. b. Shop Drawings and other submittals included in O&M data shall be corrected to include,in same format and style as original submittal, review comments. c. Data may be submitted on CD Rom if approved by ENGINEER. 2. Binders: Commercial quality D-Ring binder with durable and cleanable plastic covers. Paperboard and laminated paperboard covers are not acceptable. a. Do not fill binders to more than 75%of capacity. b. When multiple binders are used for an item of equipment, organize contents into related groupings. Each binder cover shall bear identification of specific contents. _ 3. Cover Label: Label each binder cover and spine with typed or printed title "OPERATION AND MAINTENANCE INSTRUCTIONS"and following: a. Project title. Storage Building,WPCF City of Waterloo, Iowa 01340-5 AECOM- 106083 b. Name(s) of applicable building(s) or structure(s) as shown on Drawings in which equipment — located. c. Name of equipment as set forth in Contract Documents. d. Specification section number for equipment as set forth in Contract Documents. 4. Submit after equipment requiring O&M data has been returned"Approved"or"Approved as Noted". 5. Submit 6 copies of each manual. General Distribution: 1. Unless required elsewhere, provide distribution of submittals to Subcontractors, suppliers,governing authorities, and others as necessary for proper performance of Work. — 2. Provide copies of submittals bearing ENGINEER'S action stamp to: a. Job site file. b. Record documents file. 1.04 ACTION ON SUBMITTALS A. ENGINEER's Action: 1. General: a. Except for submittals for record and similar purposes,where action and return on submittals is required or requested,ENGINEER will review each submittal,mark with appropriate action,and return. Where submittal must be held for coordination,ENGINEER will so advise CONTRACTOR without delay. b. ENGINEER will stamp each submittal with uniform,self-explanatory action stamp,appropriately marked with submittal action. 2. Notification of Insufficient Information: a. If information submitted is not sufficient to complete review of submittal, ENGINEER will send transmittal to CONTRACTOR notifying CONTRACTOR that additional information is required. b. Submittal will be placed in an"on hold"status and not returned until CONTRACTOR provides additional information. — 3. Unsolicited Submittals: ENGINEER will return unsolicited submittals to CONTRACTOR without reviewing. B. Action Stamp: 1. Marking: Approved. a. Final Unrestricted Release: When submittals are marked as "Approved," Work covered by submittal may proceed provided it complies with Contract Documents. Acceptance of Work depends on that compliance. 2. Marking: Approved As Noted. a. Final-But-Restricted Release: When submittals are marked as "Approved With Noted Exceptions,"Work covered by submittal may proceed provided it complies with ENGINEER'S — notations or corrections on submittal and with Contract Documents. Acceptance of Work depends on that compliance. Resubmittal not required. 3. Marking: Not Approved. Storage Building,WPCF City of Waterloo, Iowa 01340-6 AECOM- 106083 a. Submittal Not Accepted: When submittals are marked as"Not Approved,"do not proceed with Work covered by submittal. Work covered by submittal does not comply with Contract Documents. b. Prepare new submittal for different material or equipment supplier or different product line or material of same supplier complying with Contract Documents. 4. Marking: Revise and Resubmit. a. Returned for Resubmittal: When submittals are marked as "Revise and Resubmit," do not proceed with Work covered by submittal. Do not permit Work covered by submittals to be used at Project site or elsewhere where Work is in progress. b. Revise submittal or prepare new submittal in accordance with ENGINEER'S notations in accordance with resubmittal requirements of this section. Resubmit without delay. Repeat if required to obtain different action marking. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) ***END OF SECTION`** ..a Storage Building,WPCF City of Waterloo, Iowa 01340-7 AECOM- 106083 SECTION 01500 TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES PART 1 GENERAL 1.01 QUALITY ASSURANCE A. Items provided under this section shall be listed or labeled by UL or other Nationally Recognized Testing Laboratory(NRTL). 1. Term"NRTL"shall be as defined in OSHA Regulation 1910.7. 2. Terms"listed"and"labeled"shall be as defined in National Electrical Code,Article 100. B. Regulatory Requirements: 1. National Electrical Code(NEC): Components and installation shall comply with National Fire Protection Association(NFPA)70. C. Comply with federal,state,and local codes and regulations, and with utility company requirements. OWN PART 2 PRODUCTS 2.01 TEMPORARY ELECTRICITY AND LIGHTING A. OWNER will provide access to existing electrical system for 120 v, 1-phase service. B. Temporary lighting shall be sufficient to enable CONTRACTOR to complete Work and ENGINEER to observe Work as it is being performed. Illumination shall meet or exceed state code requirements. C. Provide lamps,wiring,switches,sockets,and similar equipment for temporary lighting and small power tools. D. Make arrangements with OWNER for temporary electricity. 2.02 TEMPORARY HEAT A. General: 1. Cold Weather Protection: Heating required before building is enclosed. 2. Temporary Heat: Heating required after enclosure of building or structure. Building or structure shall be considered as enclosed when it is roofed and has such protection at doorways,windows, and other openings as will provide reasonable heat retentions. 3. See requirements of Specifications for minimum temperature to be maintained for various trades and Work. Except as otherwise called for,temperature in all parts of new buildings shall be kept above 50°F. Maximum temperature in building shall be 75°F during heating season. 4. Heat shall be warm air heat from oil or gas-fired portable unit heaters suitably vented to outside as required for protection of health and property. 5. Open salamander type heaters are not permitted. B. Responsibilities: 1. Provide temporary heat. Make arrangements and pay fuel costs,supervise,and maintain heating units. 2. Provide adequate heat to all parts of buildings or structures. 3. Pay for repairing or replacing any part of building or materials damaged because of lack of heat. 4. Provide temporary throwaway filters if,at any time, permanent system used for temporary ventilation. 2.03 TEMPORARY TELEPHONE SERVICE A. Arrange with local telephone company to provide telephone service throughout duration of Work. Storage Building,WPCF City of Waterloo, Iowa 01500-1 . AECOM- 106083 B. Locate telephone in Project construction office for local calls. 2.04 WATER FOR CONSTRUCTION A. Water is available from hydrants. Secure permission from the City of Iowa City,obtain necessary permits,and notify ENGINEER and Fire Department before obtaining water from fire hydrants. Make arrangements and pay costs for water, connecting to hydrants, and temporary piping required to transport water to point of use. B. Connection to hydrant shall prevent backflow to system. — C. Use only special hydrant operating wrenches to open hydrants. Make certain hydrant valve is open full. If hydrants are damaged, CONTRACTOR shall be responsible and shall notify appropriate agency so damage can be repaired as quickly as possible. Fire hydrants shall be completely accessible to Fire Department at all times. 2.05 WATER FOR TESTING A. CONTRACTOR shall provide water necessary for testing prior to acceptance of Work,unless specifically stated otherwise in Specifications for equipment,system or facility. 2.06 SANITARY FACILITIES _ A. Do not use existing sanitary facilities. B. Provide temporary sanitary toilet facilities conforming to state and local health and sanitation regulations, in — sufficient number for use of ENGINEER'S, CONTRACTOR'S and Subcontractor's employees. C. Maintain in sanitary condition and provide supply of toilet paper. 2.07 TEMPORARY FIRE PROTECTION A. Provide and maintain in working order, minimum of one fire extinguisher on each floor of each building,and such other fire protective equipment and devices as would be reasonably effective in extinguishing fires during early stages by personnel at Project site. 2.08 TEMPORARY SITE AND OTHER ROADS A. Construct and maintain temporary site roadways in snow free,ice free,driveable condition necessary to carry — out construction operations. B. Maintain OWNER'S existing on-site roads and public roads used during construction free from accumulations of dirt, mud and construction debris resulting from construction operations. Roads shall be considered "maintained"when material has been removed by sweeper. 2.09 SECURITY A. Security will not be provided by OWNER. B. CONTRACTOR shall be responsible for loss or injury to persons or property where Work is involved,and shall provide security and take precautionary measures to protect CONTRACTOR'S and OWNER'S interests. — 2.10 TEMPORARY PARKING A. Designated areas of existing parking facilities may be used for parking of construction personnel's private — vehicles and of CONTRACTOR'S light-weight vehicles. 1. Do not allow heavy vehicles or construction equipment in parking areas. B. Make arrangements with OWNER. Storage Building,WPCF City of Waterloo,.Iowa 01500-2 AECOM- 106083 SECTION 02111 STRUCTURAL FILL PART 1 GENERAL 1.01 SUMMARY A. Work of this section includes the structural fill for the foundations and the floor slab for the storage building. .... 1.02 SUBMITTALS A. Product Data: 1. Submit for each type of insulation product specified. B. Submit in accordance with Section 01340. 1.03 QUALITY ASSURANCE A. Source Limitations: Obtain structural fill from single source. PART 2 PRODUCTS 2.01 FOUNDATION FILL MATERIALS A. The material shall conform to the IDOT Standard Specifications, Section 4120, Granular Surfacing Material. The material shall be crushed stone meeting the requirements for Class A Crushed Stone with all material 'passing the 1" sieve. Recycled Crushed Portland cement concrete pavement material meeting the requirements for Class A Crushed Stone may be used as a substitution. PART 3 EXECUTION 3.01 INSTALLATION A. The material shall be placed in accordance with the requirements of Section 2111, granular subbase and Section 2402.09, backfilling for structures. ***END OF SECTION*** Storage Building,WPCF City of Waterloo, Iowa 02111-1 AECOM- 106083 SECTION 02403 STRUCTURAL CONCRETE PART 1 GENERAL 1.01 SUMMARY A. Work of this section includes the foundations for the storage building. This includes the foundations,footings, and piers. 1.02 SUBMITTALS A. Product Data: 1. Submit a mix design for use along with material certifications. 'B. Submit in accordance with Section 01340. 1.03 QUALITY ASSURANCE A. Source Limitations: Obtain structural concrete from single source. PART 2 PRODUCTS 2.01 Structural Concrete A. The materials shall conform to the IDOT Standard Specifications, Section 2403, Structural Concrete. PART 3 EXECUTION 3.01 INSTALLATION A. The foundations,footings,and piers shall be placed in accordance with Section 2403 of the IDOT Standard Specifications with the exceptions of measurement and payment. There will be not separate measurement or payment for the floor slab but it shall be considered a part of the bid price for the storage building. oaikr- ***ENDOFSECTION*** Storage Building,WPCF City of Waterloo, Iowa 02403-1 AECOM- 106083 SECTION 02404 REINFORCEMENT PART 1 GENERAL 1.01 SUMMARY A. Work of this section includes the furnishing and installation of reinforcement for floor slab,foundations,footings, and piers. 1.02 SUBMITTALS A. Product Data: 1. Submit material certifications. B. Submit in accordance with Section 01340. PART 2 PRODUCTS 2.01 REINFORCEMENT A. The materials shall conform to the IDOT Standard Specifications, Section 2404, Reinforcement. PART 3 EXECUTION 3.01 INSTALLATION A. Reinforcement in foundations,footings, piers, and floor slab shall be placed in accordance with the drawings —i and in accordance with Section 2404 of the IDOT Standard Specifications with the exceptions of measurement and payment. There will be not separate measurement or payment for the floor slab but it shall be considered a part of the bid price for the storage building. ***END OF SECTION*** Storage Building,WPCF City of Waterloo, Iowa 02404-1 AECOM- 106083 SECTION 07920 JOINT SEALANTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Exterior joints in vertical surfaces and non-traffic horizontal surfaces. 2. Exterior joints in horizontal traffic surfaces. 3. Interior joints in vertical surfaces and horizontal non-traffic surfaces. 1.02 SUBMITTALS A. Product Data: Manufacturer's standard color charts for each joint sealant exposed to view. B. Samples: Submit manufacturer's standard bead samples consisting of strips of actual products showing full range of colors available,for each product exposed to view. C. Submit in accordance with Section 01340. 1.02 QUALITY ASSURANCE A. Installer Qualifications: Installer shall have successfully completed within last 3 yrs at least 3 joint sealant applications similar in type and size to that of Project. B. Single Source Responsibility of Joint Sealant Materials: Obtain sealant materials from single manufacturer for each different product required. 1.03 DELIVERY,STORAGE,AND HANDLING A. Deliver material to Project site in original unopened containers or bundles with labels informing about o manufacturer,product name and designation,color,expiration period for use, pot life,curing time and mixing instructions for multicomponent materials. B. Store and handle materials to prevent their deterioration or damage due to moisture,temperature changes, contaminants,or other causes. 1.04 PROJECT/SITE CONDITIONS A. Environmental Conditions: Do not proceed with installation of joint sealant under following conditions. 1. When ambient and substrate temperature conditions are outside limits permitted by joint sealant manufacturer. 2. When joint substrates are wet due to rain,frost, condensation or other causes. B. Joint Width Conditions: Do not proceed with installation of joint sealant when joint widths exceed limits allowed by joint sealant manufacturer for application indicated. PART 2 PRODUCTS 2.01 MATERIALS A. Compatibility: Provide joint sealants,joint fillers,backer rods,and other related materials compatible with one another and joint substrates under conditions of service and application,as demonstrated by testing and field experience. B. Colors: Provide color of exposed joint sealants indicated or, if not otherwise indicated, as selected by ARCHITECT from manufacturer's standard colors. Storage Building,WPCF City of Waterloo, Iowa 07920-1 AECOM-106083 2.02 JOINT SEALANTS A. Manufacturers: 1. Tremco 2. Or Equal. B. Exterior Joints: 1. Joints: a. Joints between cast-in-place concrete sections and metal or each other. b. Expansion and control joints in concrete. —' c. Perimeters of doorframes,louvers and similar opening,and where metal,wood or other materials abut or join,cast-place concrete,or each other. 2. Material: a. Tremco Dymeric. b. Multipart Epoxidized Polyurethane sealant, FS TT-S-00227E, Class A,Type II,or ASTM C920, Type M, Grade NS(non-sag), Class 25, use NT, M, A,and O. C. Exterior Horizontal Joints: •^ 1. Joints: a. Sidewalks, concrete floors, and driveways. b. Where indicated on Drawings. 2. Material: a. Tremco THC-900/901. b. Multipart chemically curing Polyurethane, FS TT-S-00227E, Class A,Type I,(Self-Leveling),or ASTM C920,Type M, Grade P, Class 25, use T, M,A, and O. D. Interior Joints: 1. Expansion and Control Joints: a. Tremco Dymeric. b. Multipart Epoxidized Polyurethane sealant,FS TT-S-00227E, Class A,Type II,or ASTM C920, Type M, Grade NS,Class 25, use NT,M,A and O. 2. Perimeter of Door Frames: a. Tremco Dymonic. b. One-part moisture curing,modified Polyurethane sealant. FS TT-S-00230C,Class A,Type II,or ASTM C920,Type S, Grade NS, Class 25, use NT, M,A, and O. 3. Bathroom and Shower Fixtures. a. Tremco Tremsil 200. b. 1-part,acetoxy silicone sealant with fungicide. 2.03 JOINT FILLERS FOR CONCRETE SLABS(PJF) A. General: Provide for sidewalks and drives. B. Bituminous Fiber Joint Filler: Comply with ASTM D1751. Preformed strips of asphalt saturated fiberboard,or granulated cork with asphalt binder encased between 2 layers of saturated felt or glass-fiber felt of width and thickness indicated. 2.04 JOINT SEALANT BACKING A. General: 1. Provide sealant backings of material and type which are non-staining;compatible with joint substrates, sealants, primers, and other joint fillers approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Storage Building,WPCF City of Waterloo, Iowa 07920-2 AECOM-106083 B. Backer Rods: 1. Preformed,compressible,resilient,nonwaxing,non-extruding strips of plastic foam of material indicated below, and of size, shape and density to control sealant depth and otherwise contribute to producing optimum sealant performance. 2. Flexible,open cell Polyurethane foam or nongassing, closed-cell polyethylene foam. C. Bond Breaker Tape: 1. Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing bond between sealant and joint filler or other materials at back(3rd)surface of joint. 2. Provide self-adhesive tape where applicable. 2.05 MISCELLANEOUS MATERIALS A. Primer: 1. Provide type recommended by joint sealant manufacturer where required for adhesion of sealant to joint +' substrates indicated. B. Cleaners for Nonporous Surfaces: 1. Provide nonstaining, chemical cleaner of type acceptable to manufacturer of sealant and sealant backing materials which are not harmful to substrates and adjacent nonporous materials. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 EXECUTION 3.01 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with _ recommendations of joint sealant manufacturers and following. 1. Remove foreign material from joint substrates which could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer),oil,grease,waterproofing,water repellents,water, surface dirt,and frost. 2. Clean concrete,masonry,unglazed surfaces of ceramic tile and similar porous joint substrate surfaces to produce clean,sound substrate capable of developing optimum bond with joint sealants. Do not use acid wash. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil-free compressed air. 3. Remove laitance and form release agents from concrete. 4. Clean metal,glass,porcelain enamel,glazed surfaces or ceramic tile and other nonporous surfaces by means which are not harmful to substrates or leave residues capable of interfering with adhesion of joint sealants. B. Joint Priming: 1. Prime joint substrates where recommended by joint sealant manufacturer. 2. Apply primer to comply with joint sealant manufacturer's recommendations. 3. Confine primers to areas of joint sealant bond, do not allow spillage or migration onto adjoining surfaces. C. Protection of Adjoining Surfaces: 1. Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contract or by cleaning methods required to remove sealant smears. 2. Remove tape immediately after tooling without disturbing joint seal. Storage Building,WPCF City of Waterloo, Iowa 07920-3 AECOM-106083 3.02 INSTALLATION OF JOINT SEALANTS A. Comply with joint sealant manufacturers'printed installation instructions applicable to products and applications indicated, except where more stringent requirements apply and: 1. Elastomeric Sealant: ASTM C962. 2. Latex Sealant: ASTM C790. B. Installation of Sealant Backings: 1. Install joint fillers of type indicated to provide support of sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths which allow optimum sealant movement capability. a. Do not leave gaps between ends of joint fillers. b. Do not stretch,twist, puncture,or tear joint fillers. c. Remove absorbent joint fillers which have become wet prior to sealant application and replace --• with dry material. 2. Install bond breaker tape between sealants and joint fillers,compression seals,or back of joints where required to prevent third-side adhesion of sealant to back of joint. 3. Install compressible seals serving as sealant backings to comply with requirements indicated above for .� joint fillers. C. Installation of Sealants: 1. Sealants shall directly contact and fully wet joint substrates,completely fill recesses provided for each joint configuration and provide uniform,cross-sectional shapes,and depths relative to joint widths which allow optimum sealant movement capability. D. Tooling of Nonsag Sealants: 1. Immediately after sealant application and prior to time skinning or curing begins,tool sealants to form smooth, uniform beads of configuration indicated,to eliminate air pockets and to ensure contact and adhesion of sealant with sides of joint. 2. Remove excess sealants from surfaces adjacent to joint. 3. Do not use tooling agents which discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. 4. Concave joint configuration shall be in accordance with ASTM C962, Figure A, unless otherwise indicated. 3.03 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so they are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately and reseal joints with new materials to produce joint sealant installations with repaired areas indistinguishable from original Work. 3.04 CLEANING ti A. Clean off excess sealants or sealant smears adjacent to joints as Work progresses by methods and with cleaning materials approved by manufacturers of joint sealants and of products in which joints occur. ***END OF SECTION*** Storage Building,WPCF City of Waterloo, Iowa 07920-4 AECOM-106083 SECTION 08361 STEEL INSULATED SECTIONAL OVERHEAD DOORS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Electrically operated sectional overhead doors. 1.02 DEFINITIONS — A. Operation Cycle: One cycle of door is complete when it is moved from closed position to fully open position and returned to closed position. 1.03 SYSTEM DESCRIPTION A. Performance Requirements: 1. Structural Performance: Provide sectional overhead doors capable of withstanding effects of gravity loads and following loads and stresses without evidencing permanent deformation of door components: a. Wind Loads: Determine loads based on following minimum design wind pressures: 1) Uniform pressure (velocity pressure) of 20 lbf/sq. ft. (960 Pa) acting inward and outward. b. Air Infiltration: Maximum rate not more than indicated when tested according to ASTM E 283. 1) Maximum Rate: 0.08 cfm(0.038 Us)at 15 mph(24 km/h). B. Operation-Cycle Requirements: Provide sectional overhead door components and operators capable of operating for not less than 50,000 cycles. 1.04 SUBMITTALS A. Product Data: 1. For each type and size of sectional overhead door and accessory. 2. Manufacturer's standard colors. 3. Motors: Show nameplate data and ratings, characteristics, and mounting arrangements. B. Shop Drawings: For special components and installations not dimensioned or detailed in manufacturer's product data. C. Submit in accordance with Section 01340. 1.05 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for both installation and maintenance of units required for this Project. -- B. Source Limitations: Obtain sectional overhead doors through one source from single manufacturer. 1. Obtain operators and controls from sectional overhead door manufacturer. C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,Article 100. Storage Building,WPCF City of Waterloo, Iowa 08361-1 AECOM-106083 PART 2 PRODUCTS 2.01 STEEL DOOR SECTIONS A. Manufacturers: 1. Overhead Door Corp. Model 592 Series. 2. Clopay Building Products Company; Griffon Company. 3. Haas Door;Nofziger Company. — 4. Raynor. 5. Wayne-Dalton Corp. B. Construct door sections including face sheets and frames from zinc-coated (galvanized), cold-rolled, — commercial steel(CS)sheet,complying with ASTM A 653/A 653M, G60(Z180)coating designation. 1. Minimum Base-Metal(Uncoated)Thickness for Interior and Exterior Section Faces: 0.016 in. (0.45 mm)(26 ga). 2. Exterior-Section Face: Manufacturer's standard grooved, ribbed,or fluted. C. Fabricate door panels from single sheet to provide sections not more than 24 in. (600 mm) high and nominally 2 in.deep. 1. Roll horizontal meeting edges to continuous, interlocking, keyed, rabbeted, shiplap, or tongue-in- groove weathertight seal,with reinforcing flange return. 2. Provide door sections with continuous thermal-break construction,separating faces of door. D. Enclose open sections with channel end stiles formed from not less than 0.064-in.- (1.6-mm-) thick galvanized steel sheet and weld end stiles to door section in place. Provide intermediate stiles formed from not less than 0.064-in.-(1.6-mm-)thick galvanized steel sheet, cut to door section profile,and welded in place. 1. Stile Spacing: Not more than 48 in.(1200 mm)apart. E. Reinforce bottom section with continuous channel or angle complying with bottom-section profile and allowing installation of astragal. F. Reinforce sections with continuous horizontal and diagonal reinforcement, as required to stiffen door and for wind loading. Provide galvanized steel bars,struts,trusses,or strip steel,formed to depth and bolted or welded in place. G. Provide reinforcement for hardware attachment. H. Thermal Insulation: 1. Insulate inner core of steel sections with door manufacturer's standard polyurethane insulation, foamed in place to completely fill inner core of section and pressure bonded to face sheets to prevent delamination under wind load, and with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively,according to ASTM E 84. 2. R-Value: Not less than 17.5. 3. Enclose insulation completely within steel sections that incorporate inside facing material, with no exposed insulation material evident. I. Fabricate sections so finished door assembly is rigid and aligned,with tight hairline joints and free of warp, twist,and deformation. J. Finish: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 1. Apply manufacturer's standard primer to both door faces after forming, according to coating manufacturer's written instructions for application and minimum dry film thickness. Storage Building,WPCF City of Waterloo, Iowa 08361-2 AECOM- 106083 2.02 TRACKS,SUPPORTS,AND ACCESSORIES A. Tracks: 1. Manufacturer's standard, galvanized steel track system,sized for door size and weight,designed for lift type indicated and clearances shown, and complying with ASTM A 653/A 653M for minimum G60(Z180)zinc coating. 2. Provide complete track assembly including brackets, bracing, and reinforcement for rigid support of ball-bearing roller guides for required door type and size. 3. Slot vertical sections of track spaced at 2 in.(51 mm)apart for door-drop safety device. 4. Slope tracks at proper angle from vertical or design to ensure tight closure at jambs when door unit is closed. 5. Weld or bolt to track supports. 6. Provide tracks configured for following standard lift type. B. Track Reinforcement and Supports: 1. Galvanized steel track reinforcement and support members, complying with ASTM A 36/A 36M and ASTM A 123/A 123M. 2. Secure, reinforce, and support tracks as required for door size and weight to provide strength and rigidity without sag,sway,and vibration during opening and closing of doors. 3. Support and attach tracks to opening jambs with continuous angle welded to tracks and attached to wall. 4. Support horizontal (ceiling)tracks with continuous angle welded to track and supported by laterally braced attachments to overhead structural members at curve and end of tracks. a. Repair galvanized coating on tracks according to ASTM A 780. .__. C. Weatherseals: Replaceable, adjustable, continuous, compressible weather-stripping gaskets of flexible vinyl, rubber,or neoprene fitted to bottom and top of overhead door. 1. Provide motor-operated doors with combination bottom weatherseal and sensor edge. D. Windows: 1. Type and size indicated and in arrangement shown. 2. Set glazing in vinyl, rubber,or neoprene glazing channel for metal-framed doors and elastic glazing compound for wood doors, as required. 3. Provide removable stops of same material as door-section frames. 4. Size: Manufacturer's standard for type of glazing indicated. 5. Thermal Glazing: Clear float glass, manufacturer's standard insulated double strength. 2.03 HARDWARE A. General: Provide heavy-duty, corrosion-resistant hardware, with hot-dip galvanized, stainless-steel, or other corrosion-resistant fasteners,to suit door type. B. Hinges: 1. Heavy-duty galvanized steel hinges of not less than 0.0747-in.- (1.9-mm-)thick, uncoated steel at each end stile and at each intermediate stile, according to manufacturer's written recommendations for door size. -- 2. Attach hinges to door sections through stiles and rails with bolts and lock nuts or lock washers and nuts. 3. Use rivets or self-tapping fasteners where access to nuts is not possible. 4. Provide double-end hinges where required, for doors exceeding 16 ft (4.87 m) in width, unless otherwise recommended by door manufacturer. C. Rollers: 1. Heavy-duty rollers with steel ball bearings in case-hardened steel races, mounted with varying projections to suit slope of track 2, Extend roller shaft through both hinges where double hinges are required. Storage Building,WPCF City of Waterloo, Iowa 08361-3 AECOM-106083 3. Provide 3-in.- (75-mm-) diameter roller tires for 3-in.- (75-mm-) wide track and 2-in.- (51-mm-) diameter roller tires for 2-in.-(51-mm-)wide track. D. Push/Pull Handles: Provide galvanized steel lifting handles on each side of door. E. Provide safety interlock switch to disengage power supply when door is locked. 2.04 COUNTERBALANCE MECHANISM A. Torsion Spring: Counterbalance mechanism consisting of adjustable-tension torsion springs fabricated from oil-tempered-steel wire complying with ASTM A 229/A 229M, Class II, mounted on solid steel shaft. Connect to door with galvanized aircraft-type lift cables with cable safety factor of at least 5 to 1. Provide springs calibrated for minimum of 50,000 cycles. B. Cable Drums: Cast-aluminum or gray-iron casting cable drums grooved to receive cable. Mount counterbalance mechanism with manufacturer's standard ball-bearing brackets at each end of shaft. Provide one additional midpoint bracket for shafts up to 16 ft(4.87 m) long and two additional brackets at one-third points to support shafts more than 16 ft(4.87 m)long unless closer spacing is recommended by door manufacturer. C. Cable Safety Device: Include spring-loaded, steel or bronze cam mounted to bottom door roller assembly on each side and designed to automatically stop door if either cable breaks. D. Bracket: Provide anchor support bracket as required to connect stationary end of spring to wall and to level shaft and prevent sag. E. Provide spring bumper at each horizontal track to cushion door at end of opening operation. 2.05 ELECTRIC DOOR OPERATORS A. Provide electric door operator assembly of size and capacity recommended and provided by door manufacturer for door and operation-cycle requirements specified,with electric motor and factory-prewired motor controls, starter, gear-reduction unit, solenoid-operated brake, clutch, remote-control stations, control devices, integral gearing for locking door, and accessories required for proper operation. B. Comply with NFPA 70. C. Disconnect Device: Hand-operated disconnect device with auto disconnect mechanism for trolley type operator or manual hand chain hoist for jack shaft operator. Include interlock device to automatically prevent motor from operating when emergency operator is engaged. D. Design operator so motor may be removed without disturbing limit-switch adjustment and without affecting emergency auxiliary operator. E. Provide control equipment complying with NEMA ICS 1, NEMA ICS 2, and NEMA ICS 6, with NFPA 70, Class 2 control circuit, maximum 24-V,ac or dc. F. Door-Operator Type: Unit consisting of electric motor and following: 1. Trolley or drawbar type, with V-belt primary drive, chain-and-sprocket secondary drive, and quick ._ release for manual operation. G. Electric Motors: High-starting torque, reversible, continuous-duty, Class A insulated, electric motors complying with NEMA MG 1,with overload protection, sized to start, accelerate, and operate door in either direction from any position, at not less than 2/3 fps (0.2 m/s) and not more than 1 fps (0.3 m/s), without exceeding nameplate ratings or service factor. 1. Type: Polyphase, medium-induction type. 2. Service Factor: Comply with NEMA MG 1, unless otherwise indicated. 3. Provide 480 v, 3-ph, 1/2 hp or as required, but not over 3 hp size motors. 4. Provide open dripproof-type motor,and controller with NEMA ICS 6,Type 1 enclosure. Storage Building,WPCF City of Waterloo, Iowa 08361-4 AECOM- 106083 H. Remote-Control Station: Momentary-contact,three-button control station with push-button controls labeled "Open,""Close,"and"Stop." 1. Provide full-guarded, surface-mounted, heavy-duty-type interior unit with general-purpose NEMA ICS 6,Type 1 enclosure. I. Obstruction Detection Device: Provide each motorized door with indicated external automatic safety sensor capable of protecting full width of door opening. Activation of sensor immediately stops and reverses downward door travel. 1. Photoelectric Sensor: Manufacturer's standard system designed to detect obstruction in door opening without contact between door and obstruction. a. Self-Monitoring Type: Designed to interface with door operator control circuit to detect damage to or disconnection of sensing device. When self-monitoring feature is activated, door closes only with sustained pressure on close button. J. Limit Switches: Adjustable switches interlocked with motor controls and set to automatically stop door at fully opened and fully closed positions. K. Radio Control: Radio control system consisting of following: 1. Three-channel, universal coaxial receiver to open and close door;one per operator. 2. Multifunction remote control, receiver capable of controlling 3 doors. 3. Remote antenna mounting kit. PART 3 EXECUTION 3.01 INSTALLATION A. Install door, track, and operating equipment complete with necessary hardware, jamb and head molding strips, anchors, inserts, hangers, and equipment supports according to Shop Drawings, manufacturer's written instructions, and as specified. B. Fasten vertical track assembly to framing, spaced not less than 24 in. (600 mm) apart. Hang horizontal track from structural overhead framing with angle or channel hangers fastened to framing by welding or bolting or both. Provide sway bracing, diagonal bracing,and reinforcement as required for rigid installation of track and door-operating equipment. 3.02 ADJUSTING A. Lubricate bearings and sliding parts; adjust doors to operate easily,free from warp,twist,or distortion and with weathertight fit around entire perimeter. B. Adjust belt-driven motors as follows: 1. Use adjustable motor-mounting bases for belt-driven motors. 2. Align pulleys and install belts. 3. Tension belt according to manufacturer's written instructions. C. Touch-up Painting: Immediately after welding galvanized track to track supports, clean field welds and abraded galvanized surfaces and repair galvanizing to comply with ASTM A 780. ***END OF SECTION*** Storage Building,WPCF City of Waterloo, Iowa 08361-5 AECOM-106083 SECTION 13125 METAL BUILDING SYSTEMS PART 1 GENERAL .__. 1.01 SUMMARY A. Section Includes: 1. Structural framing. 2. Roof panels. 3. Wall panels and liners. 4. Insulation. 5. Building components, as follows: a. Personnel doors,frames,and hardware. b. Vents and ventilators. 6. Accessories and trim. 1.02 DEFINITIONS A. Terminology Standard: Refer to MBMA's"Low Rise Building Systems Manual"for definitions of terms for metal building system construction not otherwise defined in this Section or in referenced standards. 1.03 SYSTEM DESCRIPTION A. Provide complete, integrated set of mutually dependent components and assemblies that form metal building system capable of withstanding structural and other loads, thermally induced movement, and exposure to weather without failure or infiltration of water into building interior. Include primary and secondary framing, roof and wall panels, and accessories required for complete installation. 1. General: a. Structural design shall conform with MBMA and local codes. b. Basic Design Loads: Dead, live,wind, and earthquake. c. Other design loads,whether static, dynamic,or kinetic nature,shall be considered as auxiliary loads. 2. Vertical Live Loads: a. Ground Snow Load, P9: 30 psf+drift b. Snow exposure factor, Ce: 1.0 c. Snow load importance factor, Is: 1.0 d. Thermal factor,C,: 1.1 e. Flat Roof Snow Load, Pr: 23.1 psf f. Roof Live Load: 20 psf g. Design roofing panel for either 50 psf uniformly distributed or 200 lb concentrated (point) load (over 1 ft by 1 ft area) located at center of maximum roofing panel span. Most severe condition governs. h. Design roofing panel, purlins and primary framing for snow load accumulation in accordance with ASCE 7, Section 7. 3. Wind Load: a. Basic Wind Speed,V: 90 mph.ASCE 7. b. Importance Factor, l : 1.00 —. c. Building Category: II d. Wind Exposure: B e. Wind load proportioned and applied as horizontal and uplift forces in accordance with applicable Building Code. 4. Seismic Design Data: a. Seismic Use Group: I b. Spectral Response Coefficients 1) SDS 0.077 2) SDI - 0.064 c. Site Class: D Storage Building,WPCF City of Waterloo, Iowa 13125-1 AECOM-106083 d. Seismic Design Category: A e. Provisions for determining seismic forces shall be those as recommended by IBC. 5. Collateral Loads: Include additional dead loads other than weight of metal building system for permanent items such as sprinklers, mechanical systems, electrical systems, and ceilings: 5 psf. 6. Combination of Loads: a. Combine basic design loads and auxiliary loads for design purposes as prescribed and recommended by local code or MBMA,whichever is more restrictive. 7. Deflection Limits: Engineer assemblies to withstand design loads with deflections no greater than following: a. Primary Framing: Vertical deflection of L/180 of span. b. Purlins and Rafters: Vertical deflection of L/180 of span. c. Girts: Horizontal deflection of L/120 of span. d. Roof Panels: Vertical deflection of L/180 of span. e. Wall Panels: Horizontal deflection of L/180 of span. 8. Design secondary framing system to accommodate deflection of primary building structure and construction tolerances,and to maintain clearances at openings. B. Seismic Performance: Design and engineer metal building systems capable of withstanding effects of earthquake motions determined according to building code in effect for this Project or ASCE 7, "Minimum Design Loads for Buildings and Other Structures": Section 9, "Earthquake Loads," whichever is more stringent. C. Thermal Movements: Provide metal building roof and wall panel systems that allow for thermal movements resulting from following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature Change(Range): 120°F, ambient; 180°F, material surfaces. D. Wind-Uplift Resistance: Provide roof panel assemblies that meet requirements of UL 580 for following wind-uplift resistance: 1. Class 90. E. Building Type: 1. Clear span gabled rigid frame with variable depth column and rafter sections of shop welded steel plates. F. Roof Slope: Provide roof slope as noted on Drawings. 1.04 SUBMITTALS A. Product Data: Include construction details, material descriptions,dimensions of individual components and profiles, and finishes for each type of following metal building system components: _ 1. Roof panels, wall panels and liners, roof and wall insulation, roof curbs, trims and closures, doors, louvers, gutters,downspouts, and accessories. B. Shop Drawings: 1. Show each type structural building frame required and their locations within structure; sidewall, endwall, and roof framing; diagonal bracing and location within structure; longitudinal and transverse cross sections; details of curbs, roof jacks and items penetrating roof; canopy framing and details; and other pertinent information required for proper and complete fabrication, assembly and erection of watertight metal building system. 2. Anchor bolt setting plan: Include location, dia, and projection of anchor bolts required to attach metal building to foundation 3. Foundation load diagrams for each type column type. Diagram shall indicate maximum vertical(up and down)and horizontal(in and out) loads applied to foundation. Storage Building,WPCF City of Waterloo, Iowa 13125-2 AECOM- 106083 4. Color,texture and gloss samples. a. Colors,textures and gloss on metal chips. 5. Sealed by Professional Engineer registered in State of Iowa. C. Miscellaneous: 1. Calculations for DOC submittal. Calculations will not be reviewed by ENGINEER. 2. Calculations shall be sealed by Professional Engineer registered in State of Iowa. D. Submit in accordance with Section 01340. 1.05 QUALITY ASSURANCE A. Erector Qualifications: Experienced erector who has specialized in erecting and installing work similar in material,design,and extent to that indicated for this Project and who is acceptable to manufacturer. B. Professional Engineer Qualifications: Professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of kind indicated. C. Manufacturer Qualifications: Firm experienced in manufacturing metal building systems similar to those indicated for this Project and with record of successful in-service performance. 1. Member of MBMA. 2. AISC Certification for Category MB: AISC-Certified Manufacturer that designs and produces metal building systems and components in AISC-Certified Facility. D. Source Limitations: Obtain each type of metal building system component through 1 source from single manufacturer. E. Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code--Steel"; and AWS D1.3, "Structural Welding Code--Sheet Steel." F. Regulatory Requirements: Fabricate and label structural framing to comply with special inspection requirements at point of fabrication for welding and other connections required by authorities having jurisdiction. G. Structural Steel: Comply with AISC S335, "Specification for Structural Steel Buildings--Allowable Stress Design, Plastic Design"; or AISC S342, "Load and Resistance Factor Design Specification for Structural Steel Buildings,"for design requirements and allowable stresses. H. Cold-Formed Steel: Comply with AISI SG-671, "Specification for the Design of Cold-Formed Steel Structural Members," and AISI SG-911, "Load and Resistance Factor Design Specification for Steel Structural Members,"for design requirements and allowable stresses. 1.06 DELIVERY, STORAGE,AND HANDLING A. Deliver components,sheets, panels, and other manufactured items so as not to be damaged or deformed. Package roof and wall panels for protection during transportation and handling. B. Handling: Unload, store, and erect roof and wall panels to prevent bending,warping, twisting, and surface damage. C. Stack materials on platforms or pallets, covered with tarpaulins or other suitable weathertight and ventilated covering. Store roof and wall panels to ensure dryness. Do not store panels in contact with other materials that might cause staining, denting,or other surface damage. 1.07 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive OWNER of other rights OWNER may have under other provisions of Contract Documents and shall be in addition to, and run concurrent with,other warranties made by CONTRACTOR under requirements of Contract Documents. Storage Building,WPCF City of Waterloo, Iowa 13125-3 AECOM- 106083 B. Special Warranty on Panel Finishes: Written warranty,signed by manufacturer agreeing to repair finish or replace metal panels that show evidence of deterioration of factory-applied finishes within specified warranty period. Deterioration of finish includes, but is not limited to, color fade, chalking, cracking, peeling, and loss of film integrity. — 1. Warranty Period for Roof Panels: 20 yrs from date of Substantial Completion. 2. Warranty Period for Wall Panels: 20 yrs from date of Substantial Completion. PART 2 PRODUCTS 2.01 MANUFACTURERS .� A. A&S Building System. B. American Buildings Company. _ C. American Steel Building Company, Inc. D. Behlen Mfg. Co. E. Butler Manufacturing Company. F. Ceco Building Systems. G. Chief Industries, Inc. H. Nucor Building Systems. I. Star Building Systems. J. Varco-Pruden Buildings; United Dominion Company. K. Or equal. 2.02 STRUCTURAL FRAMING A. Structural-Steel Shapes: ASTM A36/A36M,ASTM A529/A529M or ASTM A992/A992M. B. Steel Plate, Bar, or Strip: ASTM A529/A529M, ASTM A570/A570M, or ASTM A572/A572M; 50,000 psi minimum yield strength. ._ C. Steel Tubing or Pipe: ASTM A500, Grade B;ASTM A501;or ASTM A53, Grade B. D. Structural-Steel Sheet: Hot-rolled, ASTM A570/A570M, Grade 50 or Grade 55; hot-rolled, ._ ASTM A568/A568M;or cold-rolled,ASTM A611,structural-quality, matte(dull)finish. E. Non-High-Strength Bolts, Nuts, and Washers: ASTM A307, Grade A(ASTM F568M, Property Class 4.6); carbon-steel, hex-head bolts;carbon-steel nuts; and flat, unhardened steel washers. „ 1. Finish: Plain, uncoated. F. High-Strength Bolts, Nuts, and Washers: ASTM A325(ASTM A325M), Type 1, heavy hex steel structural bolts, heavy hex carbon-steel nuts, and hardened carbon-steel washers. 1. Finish: Plain, uncoated. 2. Direct-Tension Indicators: ASTM F959, Type 325 or Type 490 (ASTM F959M, Type 325M or Type 490M). a. Finish: Plain, uncoated. Storage Building, WPCF City of Waterloo, Iowa 13125-4 AECOM- 106083 G. Anchor Rods,Bolts,Nuts, and Washers: 1. Unheaded Rods: ASTM A572/A572M, Grade 50(Grade 345). 2. Headed Bolts: ASTM A307, Grade A (ASTM F568, Property Class 4.6); carbon-steel, hex-head bolts;and carbon-steel nuts. _ 3. Washers: ASTM A36/A36M. H. Primers: As selected by manufacturer for resistance to normal atmospheric corrosion, compatibility with finish paint systems, capability to provide sound foundation for field-applied topcoats despite prolonged exposure. Compatibility with finish coating paint systems specified in Section 09961. 2.03 PANEL MATERIALS A. Metallic-Coated Steel Sheet Prepainted with Coil Coating: Steel sheet metallic coated by hot-dip process and prepainted by coil-coating process to comply with ASTM A755/A755M and following requirements: 1. Aluminum-Zinc Alloy-Coated Steel Sheet: ASTM A792/A792M, Class AZ55 coating minimum, Grade 80. 2. Surface: Smooth,flat, mill finish. B. Panel Sealants: -- 1. Sealant Tape: Pressure-sensitive, 100% solids, gray polyisobutylene compound sealant tape with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 in. wide and 1/8 in.thick. 2. Joint Sealant: ASTM C920; one-part elastomeric polyurethane, polysulfide, or silicone-rubber _ sealant; of type, grade, class, and use classifications required to seal joints in panels and remain weathertight;and as recommended by metal building system manufacturer. 2.04 INSULATION MATERIALS A. Thermal Performance: Provide metal building roof and wall assemblies with following thermal-resistance values(R-value): 1. Roof Assemblies: 10°F x h x sq ft/Btu, 19 R value,6 in.thick min. 2. Wall Assemblies: 19°F x h x sq ft/Btu, 19 R value,6 in.thick min. B. Glass-Fiber-Blanket Insulation: Thermal insulation, complying with ASTM C991, Type II, of 0.5 lb/cu ft density, with flame-spread rating of 25 or less, and 2 in. wide, continuous, vapor-tight edge tabs. With flexible white vinyl or heavy foil scrim vapor retarder facing adhered to one surface. C. Retainer Strips: 0.019 in. thick,formed, galvanized steel or PVC retainer clips colored to match insulation facing. 2.05 DOOR AND FRAME MATERIALS A. Cold-Rolled Carbon-Steel Sheet: ASTM A366/A366M or ASTM A568/A568M, matte finish, suitable for exposed applications,and stretcher leveled or roller leveled to stretcher-leveled flatness. B. Hot-Rolled Carbon-Steel Sheet: ASTM A568/A568M or ASTM A569/A569M. --- C. Zinc-Coated (Galvanized) Steel Sheet: ASTM A653/A653M, commercial quality, with G60 (Z180) coating designation; mill phosphatized. 2.06 FABRICATION, GENERAL A. Design components and field connections required for erection to permit easy assembly and disassembly. 1. Fabricate components in manner that once assembled in shop, they may be disassembled, repackaged, and reassembled in field. 2. Mark each piece and part of assembly to correspond with previously prepared erection Drawings, diagrams, and instruction manuals. Storage Building,WPCF City of Waterloo, Iowa 13125-5 AECOM- 106083 3. Fabricate framing to produce clean, smooth cuts and bends. Punch holes of proper size, shape, and location. Cold-formed members shall be free of cracks, tears, and ruptures. B. Primary Framing: Shop-fabricate framing components with baseplates, bearing plates, stiffeners, and other items required for erection welded into place. Cut,form, punch,drill,and weld framing for bolted field assembly. 1. Make shop connections by welding or by using high-strength bolts. 2. Join flanges to webs of built-up members by continuous submerged arc-welding process. 3. Brace compression flange of primary framing by angles connected between frame web and purlin or girt web, so flange compressive strength is within allowable limits for any combination of loadings. 4. Weld or bolt clips to frames for attaching secondary framing members as required. 5. Shop Priming: Prepare surfaces for shop priming according to SSPC-SP 2. C. Secondary Framing: Shop-fabricate framing components by roll-forming or break-forming, with baseplates, bearing plates, stiffeners, and other plates required for erection welded into place. Cut, form, punch, drill,and weld secondary framing for bolted field connections to primary framing. 1. Make shop connections by welding or by using non-high-strength bolts. 2. Shop Priming: Prepare surfaces for shop priming according to SSPC-SP 2. D. Factory Priming for Field-Painted Finish: Where field painting after installation is indicated, apply specified air-dried primer immediately after cleaning and pretreating. E. Tolerances: Comply with MBMA's "Low Rise Building Systems Manual": Chapter IV, Section 9, "Fabrication and Erection Tolerances." 2.07 STRUCTURAL FRAMING A. Primary Framing: Manufacturer's standard structural primary framing system, designed to withstand required loads and specified requirements. Primary framing includes transverse and lean-to frames; rafter, rake, and canopy beams; sidewall, intermediate,end-wall,and corner columns; and wind bracing. 1. Provide frames with attachment plates, bearing plates, and splice members. Factory drill for field- bolted assembly. Provide frame span and spacing indicated. 2. Column base at foundations: Transfer of moment from column to foundations is not permitted. B. End-Wall Framing: Manufacturer's standard primary end-wall framing fabricated for field-bolted assembly to comply with following: C. Secondary Framing: Manufacturer's standard secondary framing members, including purlins, girts, eave struts, flange bracing, base members, gable angles, clips, headers, jambs, and other miscellaneous structural members. Fabricate framing from cold-formed, structural-steel sheet or roll-formed, metallic- coated steel sheet prepainted with coil coating, unless otherwise indicated. D. Bracing: Provide adjustable wind bracing as required. E. Bolts: Provide shop-painted bolts unless structural-framing components are in direct contact with roof and wall panels. Provide zinc-plated bolts when structural-framing components are in direct contact with roof and wall panels. 2.08 ROOF PANELS A. Lap-Seam Roof Panels: Fabricate from metallic-coated steel sheets prepainted with coil coating, factory formed to provide 36 in. coverage, with raised trapezoidal major ribs at 12 in. oc, and intermediate stiffening ribs symmetrically spaced between major ribs for full length of panel. Design panels for mechanical attachment to structure using exposed fasteners, lapping major ribs at panel edges. Comply with following: 1. Material: Aluminum-zinc alloy-coated steel with acrylic coating. 2. Yield Strength: 50 ksi minimum. Storage Building,WPCF City of Waterloo, Iowa 13125-6 AECOM- 106083 3. Metal Thickness: As required by design criteria. 4. Panel Thickness: 1-1/2 in. nominal. B. Roof Panel Accessories: Provide components required for complete roof panel assembly including trim, copings,fascia, mullions, sills, corner units, ridge closures, clips, seam covers, battens,fleshings, gutters, sealants, gaskets, fillers, closure strips, and similar items. Match materials and finishes of roof panels, unless otherwise indicated. 1. Closures: Provide closures at eave and ridge,fabricated of same metal as roof panels. 2. Thermal Spacer Blocks: Where panels attach directly to purlins, provide 1 in. thick,thermal spacer blocks;fabricated from extruded polystyrene. 3. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer. — C. Exterior Finish of roof panels: 1. Siliconized-Polyester Coating: Epoxy primer and silicone-modified, polyester-enamel topcoat; with dry film thickness of not less than 0.2 mil for primer and 0.8 mil for topcoat. 2. Colors, Textures, and Glosses: As selected by ARCHITECT from manufacturer's full range for these characteristics. D. Concealed Finish: Apply pretreatment and manufacturer's standard white or light-colored backer finish, '— consisting of prime coat and wash coat with total minimum dry film thickness of 0.5 mil. 2.09 WALL PANELS -- A. Provide manufacturer's standard panels complying with following: 1. Ribbed Panels: Fabricate from metallic-coated steel sheets prepainted with coil coating, factory formed to provide 36 in. coverage, with raised trapezoidal major ribs at 12 in. oc, and intermediate .., stiffening ribs symmetrically spaced between major ribs for full length of panel. Design panels for mechanical attachment to structure using exposed fasteners, lapping major ribs at panel edges. Comply with following: a. Material: Aluminum-zinc alloy-coated steel. b. Yield Strength: 50 ksi minimum. c. Metal Thickness: As required by design. d. Panel Thickness: 1-1/2 in. nominal. B. Wall Liner Panels: Fabricate from metallic-coated steel sheets prepainted with coil coating,factory formed to provide 36 in. coverage, with raised major ribs at 12 in. oc, and intermediate stiffening ribs symmetrically spaced between major ribs for full length of panel. Design panels for mechanical attachment to structure using exposed fasteners, lapping major ribs at panel edges. Comply with following: 1. Material: Aluminum-zinc alloy-coated steel. 2. Yield Strength: 50 ksi minimum. 3. Metal Thickness: As required by design. 4. Panel Thickness: 1-1/2 in.nominal. C. Wall Panel Accessories: Provide components required for complete wall panel assembly, including trim, copings, mullions, sills, corner units, clips, seam covers, battens, fleshings, sealants, gaskets, fillers, closure strips, and similar items. Match materials and finishes of panels. 1. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer. D. Exposed Finish for Exterior Panels: 1. Siliconized-Polyester Coating: Epoxy primer and silicone-modified, polyester-enamel topcoat; with dry film thickness of not less than 0.2 mil for primer and 0.8 mil for topcoat. 2. Colors, Textures, and Glosses: As selected by ARCHITECT from manufacturer's full range for these characteristics. Storage Building,WPCF City of Waterloo, Iowa 13125-7 AECOM- 106083 E. Exposed Finish for Liner Panels: 1. Siliconized-Polyester Coating: Epoxy primer and silicone-modified, polyester-enamel topcoat; with dry film thickness of not less than 0.2 mil for primer and 0.8 mil for topcoat. 2. Acrylic-Enamel Coating: Epoxy primer and acrylic-enamel topcoat; with dry film thickness of not less than 0.2 mil for primer and 0.8 mil for topcoat. 3. Colors, Textures, and Glosses: As selected by ARCHITECT from manufacturer's full range for these characteristics. F. Concealed Finish: Apply pretreatment and manufacturer's standard white or light-colored backer finish, consisting of prime coat and wash coat with total minimum dry film thickness of 0.5 mil. 2.10 FASCIA AND SOFFIT PANELS A. Fascia Panels: Manufacturer's standard panels complying with following: 1. Match roof panel profile and material. B. Soffit Panels: Manufacturer's standard panels complying with following: 1. Flat Panels: Fabricate from 50 ksi steel sheets, factory formed to provide flat panel with 16 in. .r coverage. Panel shall be 1 in. deep. Design side laps for mechanical attachment to structure by interlocking panel edges and securing panels with concealed fasteners. Factory apply sealant at each interlocking joint. Comply with following: a. Material: Aluminum-zinc alloy-coated steel. _ b. Metal Thickness: As required by design. C. Finishes: Finish panel surfaces to match adjacent panels as follows: 1. Fascia Panels: Match finish and color of roof panels. 2. Soffit Panels: Match finish and color of wall panels. 2.11 DOORS, FRAMES AND HARDWARE A. Personnel Doors: 1. Personnel Doors: Provide personnel doors and frames as standard with metal building system manufacturer. Prepare and reinforce doors and frames to receive factory- and field-applied hardware according to ANSI/DHI A115 Series. Comply with following: a. Steel Doors: 1-3/4 in. thick; fabricated from 0.0359 in. thick, zinc-coated (galvanized) steel face sheets; of styles indicated. Weld 0.0598 in. thick, inverted zinc-coated (galvanized)steel channels to face sheets at top and bottom of door. 1) Core: Polyurethane foam with U-value rating of at least 0.07 Btu/sq ft x h x°F. 2) Glazing Frames: Steel frames to receive field-installed glass. 2. Steel Frames: Fabricate 2 in.wide face frames from 0.0598 in.thick,galvanized steel sheet. a. Type: Factory welded. ., 3. Hardware: Comply with ANSI/DHI A115 Series and following: a. Locate hardware according to DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." b. Provide hardware for each door leaf,as follows: _. 1) Hinges: 1-1/2 pair, full-mortise, steel template ball-bearing hinges, 4-1/2 by 4-1/2 in., with nonremovable pin. 2) Lockset: Key-in-knob cylindrical type. 3) Threshold: Extruded aluminum with vinyl sweep. _ 4) Silencers: Pneumatic rubber; 3 silencers on strike jambs of single door frames and 2 silencers on heads of double door frames. 5) Closer: Surface-applied,standard-duty hydraulic type. 6) Weather Stripping: Vinyl applied to head,jambs, and sill. 4. Anchors and Accessories: Manufacturer's standard units,galvanized according to ASTM A123. 5. Fabrication: Fabricate doors and frames to be rigid; neat in appearance; and free from defects, warp, or buckle. Provide continuous welds on exposed joints; grind, dress, and make welds smooth,flush, and invisible. Storage Building,WPCF City of Waterloo, Iowa 13125-8 AECOM-106083 6. Finishes: Comply with following for personnel doors and frames: a. Surface Preparation: Clean surfaces with nonpetroleum solvent so surfaces are free of oil and other contaminants. After cleaning, apply conversion coating suited to organic coating to be applied over it. Clean welds, mechanical connections, and abraded areas, and apply galvanizing repair paint specified below to comply with ASTM A780. 1) Galvanizing Repair Paint: High-zinc-dust content paint for regalvanizing welds in steel, complying with SSPC-Paint 20. b. Factory Priming for Field-Painted Finish: Apply manufacturer's standard lead and chromate-free, universal shop primer immediately after surface preparation and pretreatment. B. Service Doors: 1. Sectional Overhead Doors: Comply with Section 08361. 2.12 ACCESSORIES A. Provide accessories as standard with metal building system manufacturer, and complying with following: 1. Provide sheet metal accessories of same material and in same finish as roof and wall panels, unless otherwise indicated. B. Fasteners: Self-tapping screws, bolts, nuts, self-locking rivets and bolts, end-welded studs, and other suitable fasteners designed to withstand design loads. Provide fasteners with heads matching color of roof or wall sheets by means of plastic caps or factory-applied coating. Comply with following: 1. Fasteners for Roof and Wall Panels: Self-drilling or self-tapping 410 stainless or zinc-alloy steel hex washer head, with EPDM or PVC washer under heads of fasteners bearing on weather side of panels. 2. Fasteners for Flashing and Trim: Blind fasteners or self-drilling screws with hex washer head. 3. Blind Fasteners: High-strength aluminum or stainless-steel rivets. C. Flashing and Trim: Form from 0.0179 in. thick,galvanized steel sheet or aluminum-zinc alloy-coated steel sheet prepainted with coil coating. Provide flashing and trim as required to seal against weather and to provide finished appearance. Locations include, but are not limited to, eaves, rakes, corners, bases, _ framed openings, ridges, fascia, and fillers. Finish flashing and trim with same finish system as adjacent roof or wall panels. 1. Opening Trim: Minimum 0.028 in. thick steel sheet. Trim head and jamb of door openings, and head,jamb,and sill of other openings. D. Gutters: Form from 0.0179 in. thick, galvanized steel sheet or aluminum-zinc alloy-coated steel sheet prepainted with coil coating. Match profile of gable trim, complete with end pieces, outlet tubes, and other special pieces as required. Fabricate in minimum 96 in. long sections, sized according to SMACNA's "Architectural Sheet Metal Manual." Furnish gutter supports fabricated from same metal as gutters. Provide bronze, copper, or aluminum wire ball strainers at outlets. Finish gutters to match roof fascia and rake trim. E. Downspouts: Form from 0.0179 in. thick, galvanized steel sheet or aluminum-zinc alloy-coated steel sheet prepainted with coil coating; in 10 ft long sections,complete with formed elbows and offsets. Finish downspouts to match wall panels. F. Roof Ventilators: Gravity type,complete with hardware,flashing, closures,and fittings. 1. Continuous Ridge-Type: Factory-engineered and fabricated, continuous unit; fabricated from minimum 0.0179 in. thick, galvanized steel sheet or aluminum-zinc alloy-coated steel sheet prepainted with coil coating; in 10 ft long sections. Provide throat size and total length indicated, complete with side baffles,ventilator assembly, end caps, splice plates, and reinforcing diaphragms. Finish ventilators to match roof panels. a. Bird Screens: 1/2 by 1/2 in. galvanized steel or aluminum mesh. b. Dampers: Manually operated, spring-loaded, vertically rising type; with chain and worm gear operator. Storage Building,WPCF City of Waterloo, Iowa 13125-9 AECOM- 106083 c. Throat Size: 9 or 12 in., as standard with manufacturer, and as required to comply with ventilation requirements. G. Roof Curbs: Fabricate curbs from 0.0478 in. thick, galvanized steel sheet or aluminum-zinc alloy-coated steel sheet prepainted with coil coating; with welded top box and bottom skirt, and integral full-length cricket. Fabricate curb subframing of minimum 0.0598 in. thick, angle, C, or Z-shaped steel sheet. Fabricate curb and subframing to withstand indicated loads, of size and height indicated. Finish roof curbs to match roof panels. 1. Insulate roof curb with 1 in.thick rigid insulation. H. Snow Guards: Prefabricated, noncorrosive units designed to be installed without penetrating roof panel, and complete with predrilled holes,clamps, or hooks for anchoring. _ 1. Metal-Type Guard: a. Manufacturers: 1) S-51 SnoFence by LMCurbs. 2) Snobar by Riddell&Company, Inc. 3) Vermont Snowguard by Snow Management Systems. b. Consisting of aluminum or stainless-steel rods or bars held in place by supports clamped to vertical ribs of standing-seam roof. I. Closures: Closed-cell, laminated polyethylene; minimum 1 in. thick, flexible closure strips; cut or premolded to match roof and wall panel profile. Provide closure strips where indicated or necessary to ensure weathertight construction. J. Pipe Flashing: Premolded, EPDM pipe collar with flexible aluminum ring bonded to base. 2.13 FINISHES, GENERAL A. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within 1/2 of range of approved Samples. Noticeable variations in same piece are not acceptable. Variations in appearance of other components are acceptable if they are within range of approved Samples and are assembled or installed to minimize contrast. PART 3 EXECUTION 3.01 EXAMINATION A. Examine substrates, with Erector present,for compliance with requirements for installation tolerances and other conditions affecting performance of metal building system. _ B. Before erection proceeds, survey elevations and locations of concrete and masonry bearing surfaces, baseplates, and anchor bolts to receive structural framing. Verify compliance with requirements and metal building system manufacturer's tolerances. 3.02 PREPARATION A. Clean substrates of substances, including oil, grease, rolling compounds, incompatible primers, and loose mill scale that will impair bond of erection materials. B. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 3.03 ERECTION A. Erect metal building system according to manufacturer's written instructions and erection drawings. B. Do not field cut, drill, or alter structural members without written approval from metal building system manufacturer's professional engineer. Storage Building,WPCF City of Waterloo, Iowa 13125-10 AECOM- 106083 C. Set structural framing in locations and to elevations indicated and according to AISC specifications referenced in this Section. Maintain structural stability of frame during erection. D. Baseplates and Bearing Plates: Clean concrete and masonry bearing surfaces of bond-reducing materials and roughen surfaces before setting baseplates and bearing plates. Clean bottom surface of baseplates and bearing plates. 1. Set baseplates and bearing plates for structural members on wedges,shims,or setting nuts. 2. Tighten anchor bolts after supported members have been positioned and plumbed. Do not remove wedges or shims but, if protruding, cut off flush with edge of baseplate or bearing plate before packing with grout. 3. Pack grout solidly between bearing surfaces and plates so no voids remain. Finish exposed surfaces,protect installed materials,and allow to cure. a. Nonshrink Grout shall comply with Section 03604. E. Align and adjust framing members before permanently fastening. Before assembly,clean bearing surfaces and other surfaces that will be in permanent contact. Make adjustments to compensate for discrepancies in elevations and alignment. 1. Level and plumb individual members of structure. F. Primary Framing and End Walls: Erect framing true to line, level, plumb, rigid, and secure. Level -- baseplates to true even plane with full bearing to supporting structures, set with double-nutted anchor bolts. Use grout to obtain uniform bearing and to maintain level base-line elevation. Moist cure grout for not less than 7 days after placement. 1. Make field connections using high-strength bolts. Tighten bolts by turn-of-the-nut method. G. Secondary Framing: Erect framing true to line, level, plumb, rigid, and secure. Fasten secondary framing to primary framing using clips with field connections using non-high-strength bolts. Hold rigidly to straight line by sag rods. 1. Provide rake or gable purlins with tight-fitting closure channels and fascia. 2. Locate and space wall gills to suit door and window arrangements and heights. 3. Provide supplemental framing at entire perimeter of openings, including doors, windows, louvers, ventilators, and other penetrations of roof and walls. 4. Locate canopy framing as indicated. H. Bracing: Install bracing in roof and sidewalls where indicated on erection drawings. 1. Tighten rod and cable bracing to avoid sag. 2. Locate interior end bay bracing only where indicated. I. Framing for Openings: Provide shapes of proper design and size to reinforce openings and to carry loads and vibrations imposed, including equipment furnished under mechanical and electrical work. Securely attach to building structural frame. 3.04 ROOF PANEL INSTALLATION A. Provide roof panels of full length from eave to ridge when possible. Install panels perpendicular topurlins. -- 1. Field cutting by torch is not permitted. 2. Rigidly fasten eave end of roof panels and allow ridge end free movement due to thermal expansion and contraction. Predrill panels. 3. Provide weatherseal under ridge cap. — 4. Flash and seal roof panels with weather closures at eaves, rakes, and at perimeter of all openings. Fasten with self-tapping screws. 5. Install screw fasteners with power tools having controlled torque adjusted to compress neoprene washer tightly without damage to washer, screw threads, or panels. Install screws in predrilled holes. 6. Use aluminum or stainless-steel fasteners for exterior applications and galvanized fasteners for interior applications. Storage Building,WPCF City of Waterloo, Iowa 13125-11 AECOM- 106083 7. Locate and space fastenings in true vertical and horizontal alignment. 8. Install ridge caps as roof panel work proceeds. 9. Locate panel splices over, but not attached to, structural supports. Stagger panel splices to avoid four-panel lap splice condition. B. Lap-Seam Roof Panels: Fasten roof panels to purlins with exposed fasteners at each lapped joint at location and spacing determined by manufacturer. 1. Arrange and nest side-lap joints so prevailing winds blow over, not into, lapped joints. Lap ribbed or fluted sheets 1 full rib corrugation. Apply panels and associated items for neat and weathertight enclosure. Avoid"panel creep"or application not true to line. 2. Locate and space exposed fasteners in true vertical and horizontal alignment. 3. Provide sealant tape at lapped joints of roof panels and between panels and protruding equipment, -- vents,and accessories. 4. Apply continuous ribbon of sealant tape to weather-side surface of fastenings on end laps, and on side laps of nesting-type panels. 5. At panel splices, nest panels with minimum 6 in. end lap, sealed with butyl sealant and fastened — together by interlocking clamping plates. 3.05 WALL PANEL INSTALLATION A. Provide panels full height of building when possible. Install panels perpendicular to girts. 1. Arrange and nest side-lap joints so prevailing winds blow over, not into, lapped joints. Install panels with vertical edges plumb. Lap ribbed or fluted sheets 1 full rib corrugation. Apply panels and associated items for neat and weathertight enclosure. Avoid "panel creep"or application not true to line. 2. Unless otherwise indicated, begin panel installation at corners with center of rib lined up with line of framing. 3. Field cutting by torch is not permitted. 4. Align bottom of wall panels and fasten with blind rivets, bolts,or self-tapping screws. 5. Fasten flashing and trim around openings and similar elements with self-tapping screws. 6. When 2 rows of panels are required, lap panels 4 in. minimum. Locate panel splices over structural supports. -- 7. When building height requires 2 rows of panels at gable ends, align lap of gable panels over wall panels at eave height. 8. Install screw fasteners with power tools having controlled torque adjusted to compress neoprene washer tightly without damage to washer, screw threads, or panels. Install screws in predrilled holes. 9. Provide weather-resistant escutcheons for pipe and conduit penetrating exterior walls. 10. Flash and seal wall panels with weather closures under eaves and rakes, along lower panel edges, and at perimeter of all openings. _ 11. Apply elastomeric sealant continuously between metal base channel (sill angle) and concrete, and elsewhere as necessary for waterproofing. Handle and apply sealant and backup according to sealant manufacturer's written instructions. 12. Use aluminum or stainless-steel fasteners for exterior applications and galvanized fasteners for interior applications. 13. Locate and space fastenings in true vertical and horizontal alignment. B. Install wall panels on exterior side of girts. Attach panels to supports with fasteners as recommended by manufacturer. C. Liner Panels: Install panels on interior side of girls at locations as recommended by manufacturer. Fasten with exposed fasteners as recommended by manufacturer. 3.06 FASCIA AND SOFFIT PANEL INSTALLATION A. Provide panels full width of fascia and soffits. Install panels perpendicular to support framing. 1. Arrange and nest side-lap joints so prevailing winds blow over, not into, lapped joints. Install panels with vertical edges plumb. Lap ribbed or fluted panels 1 full rib corrugation. Apply panels and Storage Building,WPCF City of Waterloo, Iowa 13125-12 AECOM-106083 associated items for neat and weathertight enclosure. Avoid "panel creep"or application not true to _ line. 2. Field cutting by torch is not permitted. 3. Fasten flashing and trim around openings and similar elements with self-tapping screws. 4. Install screw fasteners with power tools having controlled torque adjusted to compress neoprene washer tightly without damage to washer, screw threads, or panels. Install screws in predrilled holes. 5. Use aluminum or stainless-steel fasteners for exterior applications and galvanized fasteners for interior applications. 6. Locate and space fastenings in true vertical and horizontal alignment. r. B. Fascia Panels: Align bottom of panels and fasten with blind rivets, bolts,or self-tapping screws. Flash and seal panels with weather closures where fascia meet soffits, along lower panel edges, and at perimeter of all openings. C. Soffit Panels: Flash and seal panels with weather closures where soffit meets walls and at perimeter of all openings. 3.07 INSULATION INSTALLATION A. Install insulation concurrently with panel installation,according to manufacturer's written instructions and as follows: 1. Set vapor-retarder-faced units with vapor retarder to warm side of construction, unless otherwise indicated. Do not obstruct ventilation spaces, except for firestopping. 2. Tape joints and ruptures in vapor retarder, and seal each continuous area of insulation to surrounding construction to ensure airtight installation. B. Blanket Insulation: Install factory-laminated, vapor-retarder-faced blankets straight and true in 1 piece lengths with both sets of facing tabs sealed to provide complete vapor retarder. Comply with following installation method: 1. Over-Framing Installation: Extend insulation and vapor retarder over and perpendicular to top flange of secondary framing members. Hold in place by panels fastened to secondary framing. 2. Retainer Strips: Install retainer strips at each longitudinal insulation joint, straight and taut, nesting with secondary framing to hold insulation in place. 3.08 DOOR INSTALLATION A. Comply with manufacturer's written instructions for installing doors, hardware, operators, and other door components. Coordinate installation with wall fleshings and other components. Seal perimeter of each door frame with elastomeric sealant used for panels. B. Personnel Doors and Frames: Install doors and frames straight, level, and plumb. Securely anchor frames to building structure. Set units with maximum 1/8 in. clearance between door and frame at jambs and head and maximum 3/4 in. clearance between door and floor. C. Hardware: Mount units at heights indicated in DHI's"Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 1. Install surface-mounted items after finishes have been completed on substrates involved. 2. Set units level, plumb, and true to line and location. Adjust and reinforce substrate as necessary for proper installation and operation. 3. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. _ 4. Set thresholds for exterior doors in full bed of polyurethane mastic sealant complying with requirements specified in Section 07920. Storage Building,WPCF City of Waterloo, Iowa 13125-13 AECOM- 106083 3.09 ACCESSORY INSTALLATION A. Install gutters, downspouts, ventilators, louvers, and other accessories according to manufacturer's written instructions, with positive anchorage to building and weathertight mounting. Coordinate installation with flashings and other components. — B. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps,joints, and seams that will be permanently watertight and weather resistant. 1. Install exposed flashing and trim that is without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet — metal flashing and trim to fit substrates and to result in waterproof and weather-resistant performance. 2. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of 10 ft with no joints allowed within 24 in. of corner or intersection. Where lapped or bayonet-type expansion provisions cannot be used or would not be sufficiently weather resistant and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 in. deep,filled with mastic sealant(concealed within joints). 3. Separations: Separate metal from incompatible metal or corrosive substrates by coating concealed surfaces, at locations of contact, with asphalt mastic or other permanent separation as recommended by manufacturer. C. Gutters: Join sections with riveted and soldered or lapped and sealed joints. Attach gutters to eave with gutter hangers using manufacturer's standard fasteners. Provide end closures and seal watertight with sealant. Provide for thermal expansion. 1. Install gutter per manufacturer's standard "northern" detail for areas with snow or as shown on Drawings. D. Downspouts: Join sections with 1-1/2 in. telescoping joints. Provide fasteners designed to hold downspouts securely 1 in. away from walls; locate fasteners at top and bottom and at approximately 60 in. oc in between. — 1. Provide elbow at base of downspout to direct water away from building. E. Continuous Roof Ventilators: Set ventilators complete with necessary hardware, anchors, dampers, weather guards, rain caps, and equipment supports according to manufacturer's written instructions. Join sections with splice plates and end-cap skirt assemblies where required to achieve indicated length. Install preformed filler strips at base to seal ventilator to roof panels. F. Louvers: Comply with Section 10200. G. Pipe Flashing: Form flashing around pipe penetration and roof panels. Fasten and seal to roof panel as recommended by manufacturer. .„ 3.10 ERECTION AND LOCATION TOLERANCES A. Structural-Steel Erection Tolerances: Comply with erection tolerance limits of AISC S303, "Code of Standard Practice for Steel Buildings and Bridges." B. Roof Panel Installation Tolerances: Shim and align units within installed tolerance of 1/4 in. in 20 ft on slope and location lines as indicated and within 1/8 in. offset of adjoining faces and of alignment of matching profiles. C. Wall Panel Installation Tolerances: Shim and align units within installed tolerance of 1/4 in. in 20 ft on level, plumb, and location lines as indicated and within 1/8 in. offset of adjoining faces and of alignment of matching profiles. D. Door Installation Tolerances: Fit doors in frames within clearances specified in SDI 100. Storage Building,WPCF City of Waterloo, Iowa 13125-14 AECOM- 106083 3.11 FINISHES A. Shop prime structural steel surfaces, including door frames and doors, with two coats of manufacturer's standard rust inhibitive primer. _ B. Shop prime structural steel surfaces, including door frames and doors,with manufacturer's standard rust inhibitive primer compatible with finish coat specified in Section 09961. 3.12 FIELD QUALITY CONTROL A. Testing Agency: OWNER will engage qualified independent testing agency to perform field quality-control testing. B. Extent and Testing Methodology: Testing and verification procedures will be required of high-strength bolted connections. 1. Bolted connections will be visually inspected. 2. High-strength, field-bolted connections will be tested and verified according to procedures in RCSC's "Load and Resistance Factor Design Specification for Structural Joints Using ASTM A325 or A490 Bolts." C. Testing agency will report test results promptly and in writing to CONTRACTOR and ENGINEER. 3.13 ADJUSTING A. Doors: After completing installation, lubricate, test, and adjust doors to operate easily, free from warp, twist,or distortion. B. Hardware: Adjust and check each operating item of hardware to ensure proper operation and function. Replace units that cannot be adjusted to operate freely and smoothly. 1. Make final check and adjustment of hardware items during week before acceptance or occupancy. Clean operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. C. Ventilators: After completing installation, including work by other trades, lubricate, test, and adjust units to operate easily,free from warp,twist,or distortion. 1. Adjust louver blades to be weathertight when in closed position. 3.14 CLEANING AND PROTECTION A. Touchup Painting: Immediately after erection, clean, prepare, and prime or reprime welds, bolted connections, and abraded surfaces of prime-painted primary and secondary framing, accessories, and bearing plates. 1. Clean and prepare surfaces by hand-tool cleaning, SSPC-SP 2, or power-tool cleaning, SSPC- SP 3. 2. Apply compatible primer of same type as shop primer used on adjacent surfaces. B. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded surfaces of shop-painted primary and secondary framing, accessories, and bearing plates shall be in accordance with Section 09961. C. Repair damaged galvanized coatings on exposed surfaces with galvanized repair paint according to ASTM A780 and manufacturer's written instructions. D. Roof and Wall Panels: Remove temporary protective coverings and strippable films, if any, as soon as each panel is installed. On completion of panel installation, clean finished surfaces as recommended by panel manufacturer and maintain in clean condition during construction. Storage Building,WPCF City of Waterloo, Iowa 13125-15 AECOM- 106083 1. Replace panels that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. E. Doors: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air-drying primer. 1. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. 2. Test operation of adjustable wall louvers and adjust as needed to produce fully functioning units. ***END OF SECTION*** Storage Building,WPCF City of Waterloo, Iowa 13125-16 AECOM-106083 SECTION 15060 PIPE HANGERS,SUPPORTS,AND ANCHORS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. System of pipe supports and anchors with necessary inserts,bolts,nuts, restraining and hanger rods, washers, miscellaneous steel,and other accessories. 1.02 SYSTEM DESCRIPTION A. Design Requirements: 1. Design, detail and installation of pipe support system shall be responsibility of CONTRACTOR. 2. Pipe support system components shall withstand dead loads imposed by weight of pipes filled with water plus insulation, plus live loads due to thermal expansion,vibration, internal test pressures,and have minimum safety factor of 5. 3. Absence of pipe supports and details on Drawings shall not relieve CONTRACTOR of responsibility for providing them throughout building. 4. Supply design loading criteria to wood truss manufacturer for piping supported from truss members. 1.03 SUBMITTALS A. Shop Drawings: 1. Pipe supporting system, including manufacturer's product data, dimensions, sizes, types, location, maximum loadings,thrust anchorage,and installation instructions. 2. Provide 1 reproducible and 1 print. 3. Pipe support plans shall be stamped by Professional Engineer registered in State of Iowa. _ B. Submit in accordance with Section 01340. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Superstrut B. Grinnell. C. Carpenter-Patterson. D. Unistrut. E. B-Line. F. Or equal. 2.02 GENERAL A. MSS types indicated are typical of types and quality of standard pipe supports and hangers to be employed. B. Provide factory fabricated piping hangers and supports,clamps,hanger rod attachments,building attachments, saddles, shields,thrust anchorage,and other miscellaneous products of MSS SP-69 type indicated or shop fabricated supports;comply with MSS SP-58 and manufacturer's published product information. Where MSS Storage Building,WPCF City of Waterloo, Iowa 15060-1 AECOM- 106083 type not indicated, provide proper selection for installation requirements and comply with MSS SP-69, MSS SP-89 and manufacturer's published product information. 2.03 MATERIALS A. Hangers,rods,clamps, protective shields,metal framing,support components,and hanger accessories shall be galvanized unless otherwise noted. 2.04 HORIZONTAL PIPING HANGERS AND SUPPORTS A. General: 1. Unless otherwise shown or specified, hangers for 2-1/2 in. and smaller pipe shall be split-ring, adjustable swivel, clevis or roller type, hangers for 3 in. pipe or greater shall be clevis or roller type. 2. Hangers for use with spring supports shall be split-ring or clamp type. 3. Each hanger shall be designed to permit at least 1-1/2 in. vertical adjustment after installation. B. Adjustable Swivel Split-Ring Hanger: MSS Type 6. C. Adjustable Clevis Hanger: MSS Type 1,fabricated from steel. D. Adjustable Band Hanger: MSS Type 7,fabricated from steel. E. Adjustable Swivel-Band Hanger: MSS Type 10. F. Clamp: MSS Type 4. G. Single Roll Support: MSS Type 41,including axle roller and threaded sockets. H. Adjustable Roller Hanger: MSS Type 43, including axle roller and clevis. '— I. Roll/Stand: MSS Type 44, including roller, stand, and axle. J. Adjustable Roll/Base: MSS Type 46, including roller, adjustable base, and stand. K. Steel Brackets: Welded structural steel shapes complying with following. 1. Light Duty: MSS Type 31. 2. Medium Duty: MSS Type 32. 3. Heavy Duty: MSS Type 33. L. Adjustable Saddle Support: 1. MSS Type 38, including saddle, pipe, and reducer. 2. Fabricate base support from steel pipe and include cast iron flange or welded steel plate. M. Stanchion Saddle Support: 1. MSS Type 37, including saddle and U-bolt. 2. Fabricate base support from steel pipe and include cast iron flange or welded steel plate. N. Strap or wire hangers not acceptable. 2.05 VERTICAL PIPING CLAMPS A. 2-Bolt Riser Clamp: MSS Type 8,galvanized or plastic coated. B. 4-Bolt Riser Clamp: MSS Type 42, include pipe spacers at inner bolt holes, galvanized or plastic coated. ., 2.06 HANGER RODS AND ATTACHMENTS Storage Building, WPCF City of Waterloo, Iowa 15060-2 AECOM-106083 A. Hanger Rods: 1. ASTM A36,threaded both ends or continuous threaded. 2. Rods shall conform to following sizes. Pipe Size Minimum Rod Dia(in.) Up to 2 in. 3/8 2-1/2 in and 3 in. 1/2 _ 4 in. 5/8 6 in. 3/4 8 in.to 12 in. 7/8 14 in. and Up 1 Trapeze Hangers As Required B. Turnbuckles: MSS Type 13. C. Weldless Eye Nut: MSS Type 17. D. Eye Socket: MSS Type 16. E. Clevis: MSS Type 14. 2.07 BUILDING ATTACHMENTS A. Individual Concrete Inserts: 1. MSS Type 18, malleable iron. 2. MSS Type 19, steel. -- 3. Minimum Safe Load: 1,100 lbs. B. Continuous Concrete Inserts: 1. Superstrut. 2. Unistrut. 3. Grinnell. 4. Or equal. C. Top Beam C-Clamp: MSS Type 19. D. C-Clamps: MSS Type 23, steel. E. Single-Side Clamp: MSS Type 25. F. Top I-Beam Clamp: MSS Type 25. G. Side Beam Clamp: MSS Type 20. H. Concrete Anchors: 1. Comply with Section 05500. 2. Minimum Safety Factor: 5. 2.08 SADDLES AND SHIELDS A. Protection Saddles: MSS Type 39. B. Protection Shields: MSS Type 40. C. Wood Insulation Saddle: _ Storage Building,WPCF City of Waterloo, Iowa 15060-3 AECOM- 106083 1. Elcen Metal Products Company. 2. Or equal. 2.09 MISCELLANEOUS MATERIALS A. Metal Framing Systems: 1. Superstrut,galvanized. — 2. Unistrut,galvanized. 3. Grinnell,galvanized. 4. Or equal. B. Shop-Fabricated Anchors and Supports: 1. Steel Plates, Shapes,and Bars: ASTM A36. 2. Restraining Rods: ASTM A307. 3. Fabricate in accordance with Section 05500. C. Concrete: Class B in accordance with Section 03300. PART 3 EXECUTION 3.01 GENERAL A. Proceed with installation of hangers,supports,and anchors after required building structural work is complete and concrete support structure has reached 28 day compressive strength as specified in Section 03300. B. Install hangers,supports,clamps,and attachments from building structure. Comply with MSS SP-69. Group parallel runs of horizontal piping to be supported together on trapeze type hangers where possible. C. Install supports to provide indicated pipe slopes and maximum pipe deflections allowed by ANSI B31.1 are not exceeded. D. Except as otherwise indicated for exposed continuous pipe runs,install hangers and supports of same type and style as installed for adjacent similar piping. E. Do not support piping from other piping. F. Prevent contact between dissimilar metals. Where concrete or metal pipe support is used, place 1/8 in.thick Teflon, neoprene rubber or plastic strip under piping at point of bearing. Cut to fit entire area of contact between pipe and support. G. Prevent electrolysis in support of copper tubing by use of hangers and supports which are copper plated, plastic coated or by other recognized industry methods. Electrician's tape not acceptable isolation method. H. Apply anti-seize compound to nuts and bolts. 3.02 INSTALLATION OF BUILDING ATTACHMENTS A. Support piping from structural framing, unless otherwise noted. B. Concrete Inserts: _ 1. Locate inserts so total load on insert does not exceed manufacturer's recommended maximum load. Location of inserts shall be approved by ENGINEER. 2. Where necessary to anchor supports to hardened concrete or completed masonry, use concrete ,.. anchors. C. Attach to structural steel with beam clamps. Storage Building,WPCF City of Waterloo, Iowa 15060-4 AECOM- 106083 3.03 THRUST ANCHORS AND GUIDES A. Thrust Anchors: 1. For suspended piping, center thrust anchors as closely as possible between expansion joints and between elbows and expansion joints. Anchors shall hold pipe securely and be sufficiently rigid to force expansion and contraction movement to take place at expansion joints or elbows and preclude separation of joints. 2. Provide thrust anchors as required to resist thrust due to changes in dia or direction or dead ending of pipe lines. Anchorage shall be required wherever bending stresses exceed allowable for pipe. Wall pipes may be used as thrust anchors. B. Pipe guides shall be provided adjacent to sliding expansion joints in accordance with recommendations of National Association of Expansion Joint Manufacturers. Storage Building,WPCF City of Waterloo, Iowa 15060-5 AECOM- 106083 3.04 PIPE SUPPORT A. Spacing: B. Type of Pipe Maximum Pipe Support Spacing(ft) Steel 10 in. and over 22 8 in. 19 6 in. 17 5 in. 16 4 in. 14 3-1/2 in. 13 3 in. 12 2-1/2 in. 11 2 in. 10 — 1-1/2 in. 9 1 in. 7 3/4 in. 6 1/2 in. 5 Copper 4 in. 12 3-1/2 in. 11 3 in. 10 2-1/2 in. 9 2 in. 8 1-1/2 in. 8 1-1/4 in. 7 1 in. 5 3/4 in. 5 1/2 in. 5 Plastic(Schedule 80 at 100°F) 8 in. 9-1/2 6 in. 9 4 in. 7-1/2 3 in. 7 2 in. 6 1-1/2 in. 5-1/2 —' 1 in. 5 3/4 in. 4-1/2 1/2 in. 4-1/2 _ (For plumbing application plastic piping shall be supported at maximum of 4 ft-0 in. spacing.) Cast Iron and Ductile Iron 1 in. and smaller 6 1-1/4 in.through 2-1/2 in. 8 -- 3 in. and 4in. 10 6 in. 12 8 in. 12 10 in. and 12 in. 14 14 in. 16 16 in. and 18 in. 16 20 in. 18 24 in.and larger 18 (For cast iron soil pipe plumbing applications, support at 5 ft-0 in. spacing.) Storage Building,WPCF City of Waterloo, Iowa 15060-6 AECOM- 106083 B. Where piping of various sizes is to be supported together, space supports for smallest pipe size or install intermediate supports for smaller dia pipe. C. Provide minimum of 2 pipe supports for each pipe run. D. Where piping connects to equipment, support by pipe support and not by equipment, unless approved by equipment manufacturer. E. Unless otherwise shown or authorized by ENGINEER, place piping running parallel to walls approximately 1-1/2 in.out from face of wall and at least 3 in. below ceiling. F. Pedestal pipe supports shall be adjustable with stanchion, saddle,and anchoring flange. G. Piping supports for vertical piping passing through floor sleeves shall be galvanized steel riser clamps. H. Piping passing through sleeves or openings in interior wall sleeves shall be carried by supports or hangers. Do not rest on wall. Support piping in manner preventing undue strain on valve, fitting or equipment. Provide pipe supports at changes in direction or elevation, adjacent to flexible couplings, adjacent to nonrigid joints, and where otherwise shown. Do not install pipe supports and hangers in equipment access areas. J. Install supports to allow controlled movement of piping systems, permit freedom of movement between pipe anchors, and facilitate action of expansion joints, expansion loops,expansion bends,and similar units. K. Piping shall be free to move when expands or contracts, except where fixed anchors are indicated. Where adequate hanger rod swing length cannot be provided or where pipe movement based on expansion of 1 in./100 ft for each 100°F change in temperature exceed 1/2 in., provide approved roller supports. L. Support piping 6 in. and larger on trapeze hangers with rollers. M. Stacked horizontal runs of piping along walls may be supported by metal framing system attached to concrete insert channels. N. Coat hangers, clamps, protective shields, metal framing support components, and hanger accessories in accordance with Section 09961. O. Support plumbing in accordance with Uniform Plumbing Code. 3.05 INSULATED PIPING A. Attach clamps, including spacers(if any),to piping with clamps projecting through insulation: do not exceed allowable pipe stresses. B. Where low compressive strength insulation or vapor barriers are indicated on cold water piping,install coated protective shields. For pipe 8 in. and over, install wood insulation saddles. C. Where insulation without vapor barrier is indicated, install protection saddles on piping 2 in. and larger. 3.06 BURIED PIPING A. Provide unlugged bell and spigot or bell tees,Y-branches,and bends deflecting 11-1/4°or more and plugs with reaction blocking,anchors,joint harness or other acceptable means for preventing movement of pipe and joints caused by internal pressure. B. Concrete Blocking: 1. Extend from fitting to solid undisturbed earth and installed so joints accessible for repair. 2. Bearing area of concrete reaction blocking shall be as shown on Drawings. Storage Building,WPCF City of Waterloo, Iowa 15060-7 AECOM- 106083 3. If adequate support against undisturbed ground cannot be obtained,install metal harness anchorages consisting of steel rods across joint and securely anchored to pipe and fitting or other adequate anchorage facilities to provide necessary support. 4. Should lack of solid vertical excavation face be due to improper trench excavation, cost of furnishing and installing metal harness anchorages in excess of Contract value of concrete blocking replaced by such anchorages shall be borne by CONTRACTOR. C. Provide reaction blocking,anchorages or other supports for fittings installed in fills or other unstable ground or _ above grade as shown on Drawings. ***END OF SECTION*** Storage Building,WPCF City of Waterloo, Iowa 15060-8 AECOM- 106083 SECTION 15075 PIPING AND EQUIPMENT IDENTIFICATION PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Plastic pipe markers. 2. Underground type plastic line marker. 3. Plastic equipment markers. 4. Piping system color coding schedule. B. Identification furnished as part of equipment is specified as part of equipment assembly in other sections and shall comply with requirements of this section. C. Refer to Division 16 sections for identification requirements of electrical and instrumentation work,not work of this section. D. Refer to Division 10 for identification and signage requirements of architectural work,not work of this section. 1.02 QUALITY ASSURANCE A. Manufacturer's Qualifications: Firms regularly engaged in manufacture of identification devices of types and sizes required,whose products have been in satisfactory use in similar service for not less than 5 yrs. B. Regulatory Requirements: 1. ANSI Standards: Comply with ANSI A13.1 for lettering size, length of color field,colors, and viewing angles of identification devices. _ PART 2 PRODUCTS 2.01 MANUFACTURERS A. Allen Systems, Inc. B. Brady(W.H.)Company,Signmark Division. C. Marking Services, Inc. D. Industrial Safety Supply Company, Inc. E. Seton Name Plate Corporation. F. Or equal. 2.02 MECHANICAL IDENTIFICATION MATERIALS A. Provide manufacturer's recommended products as specified for each application. B. Where more than single type is specified for application, selection is installer's option, but provide single selection for each product category. C. Bands,markers,and identification materials used in process location shall be rated for exterior application and suitable for withstanding occasional washdown. Storage Building,WPCF City of Waterloo, Iowa 15075-1 AECOM- 106083 2.03 LETTERING AND GRAPHICS A. Coordinate names, abbreviations, and other designations used in mechanical identification work with corresponding designations shown, specified or scheduled. Provide numbers, lettering, and wording as indicated or if not indicated, as recommended by manufacturers or required for proper identification and operation and maintenance of mechanical systems and equipment. B. Multiple Systems: Where multiple systems of same generic name are shown or specified,provide identification indicating individual system number as well as service(i.e.,Boiler No.3,Air Supply Unit No. 10-ASU-2,etc.). 2.04 PLASTIC PIPE MARKERS A. Snap-On Type: Provide preprinted,semi-rigid snap-on,color coded pipe markers complying with ANSI A13.1. B. Pressure Sensitive Type: Provide preprinted,permanent adhesive,color coded,pressure sensitive vinyl pipe markers complying with ANSI A13.1. Dot matrix printing is not acceptable. C. Small Pipes: For external diameters less than 6 in. (including insulation, if any), provide full band pipe markers, extending 360 around pipe at each location,fastened by 1 of following methods: 1. Snap-on application of pretensioned,semi-rigid plastic pipe marker. 2. Adhesive lap joint in pipe marker overlap. 3. Taped to pipe(or insulation)with color coded plastic adhesive tape not less than 4 in.wide,full circle at both ends of pipe marker,tape lapped 1-1/2 in. D. Large Pipes: For external dia 6 in.and larger(including insulation,if any),provide either full band or strip type pipe markers not narrower than 3 times letter height (and of required length),fastened by one of following methods: 1. Taped to pipe(or insulation)with color coded plastic adhesive tape,not less than 4 in.wide,full circle at both ends of pipe marker,tape lapped 3 in. 2. Strapped to pipe(or insulation)application of semi-rigid type with manufacturer's standard stainless steel bands. _ E. Lettering: Comply with piping system nomenclature as specified,scheduled or shown and abbreviate only as necessary for each application length, and only with approval of ARCHITECT/ENGINEER. Lettering height shall be as follows: Outside Pipe Dia Minimum Letter Height Minimum Length (in.) (in.) of Marker(in.) 3/4 to 1-1/4 1/2 8 _ 1-1/2 to 2 3/4 8 2-1/2 to 6 1-1/4 12 8 to 10 2-1/2 24 over 10 3-1/2 32 _ F. Arrows: Print each pipe marker with arrows indicating direction of flow, either integrally with piping system service lettering (to accommodate both directions), or as separate unit of plastic. G. Label and band colors in accordance with ANSI A13.1, Pipe Identification Schedule Section 15200 and following: 1. Lettering and arrows: -- a. Black on yellow background for inherently hazardous materials. b. White on blue(gaseous)or green(liquid)for low hazard materials. 2. Banding: Colors and band spacing as scheduled or as shown on Drawings. Storage Building,WPCF City of Waterloo, Iowa 15075-2 AECOM- 106083 2.05 UNDERGROUND TYPE PLASTIC LINE MARKERS — A. Permanent,bright colored,continuous printed plastic tape,intended for direct burial service;not less than 6 in. wide by 4 mils thick. Provide tape with printing most accurately indicating type of service of buried pipe. B. Provide multi-ply tape consisting of solid aluminum foil core between 2 layers of plastic tape. 2.06 PLASTIC EQUIPMENT MARKERS A. 2-ply, 1/8 in.thick laminated engraved plastic. 1. Color: Black letters on white background. B. Nomenclature: Include following, matching terminology on schedules as closely as possible: 1. Equipment name(i.e.chilled water pump No. 1). 2. Equipment Tag No. (i.e.30-P-1). C. Size: Provide approximate 3 in. by 6 in. (minimum)for equipment. 1. 1 in.high letters for equipment tag number. 2. 1/2 in. high letters for descriptive equipment name. PART 3 EXECUTION 3.01 GENERAL INSTALLATION REQUIREMENTS A. Coordination: Where identification are to be applied to surfaces requiring insulation,painting or other covering or finish including valve tags in finished mechanical spaces, install identification after completion of covering and painting. Install identification prior to installation of acoustical ceilings and similar removable concealment. 3.02 PIPING SYSTEM IDENTIFICATION A. Locate pipe markers with arrows and color bands as follows wherever piping exposed to view in occupied spaces,accessible maintenance spaces(shafts,tunnels, plenums), and exterior non-concealed locations. 1. Near each valve and control device. 2. Near locations where pipes pass through walls or floors, ceilings or enter non-accessible enclosures. 3. At access doors, manholes, and similar access points permitting view of concealed piping. 4. Near major equipment items and other points of origination and termination. 5. Spaced intermediately at maximum spacing of 30 ft along each piping run,except reduce spacing to _ 20 ft in congested areas of piping and equipment. 6. On piping above removable acoustical ceilings, except omit intermediately spaced markers. B. Locate color bands at each marker and at intermediate spacing not to exceed 10 ft between bands, and at lesser spacing as indicated or as required by local codes. C. Locate directional arrows at each marker. Provide 2 arrows at each tee or branch fitting. D. Where piping is normally visible from more than 1 side,provide 2 or 3 labels and arrows spaced at 120 degree intervals around pipe in accordance with ANSI A13.1. E. Painting or Coating: 1. Painting of piping and equipment is work of Section 09961. 2. Colors listed are general. Colors shall match existing piping system color coding. 3. For piping scheduled to be color-coded,but not scheduled for complete painting(such as some plastic piping or aluminum jacked insulation) provide additional banding to represent background color. At each banding location provide following sequence: a. 8 in.wide tape of scheduled pipe color. _ Storage Building,WPCF City of Waterloo, Iowa 15075-3 AECOM- 106083 b. 4 in.wide tape of scheduled band color. c. 8 in.wide tape of scheduled pipe color. 3.03 UNDERGROUND PIPING IDENTIFICATION A. During backfilling/top soil placement of each exterior underground piping systems, install continuous underground type plastic line marker located directly over buried line at 6 to 8 in.below finished grade. Where multiple small lines buried in common trench and do not exceed overall width of 16 in., install single line marker. For tile fields and similar installations, mark only edge pipe lines of field. 3.04 MECHANICAL EQUIPMENT IDENTIFICATION A. Install engraved plastic equipment marker on or near each major item of mechanical equipment and each operational device, if not otherwise specified for each item or device. Provide signs for each unit having equipment tag number on Drawings or in Specifications. 3.05 ADJUSTING AND CLEANING A. Adjusting: Relocate any mechanical identification device visually blocked. B. Cleaning: Clean face of identification devices and glass frames of valve schedules. 3.06 FIELD QUALITY ASSURANCE A. Final Survey and Repairs: — 1. 1 yr after date of substantial completion, CONTRACTOR shall perform walk-through survey of mechanical identification systems and shall remove and replace any bands,labels,tags or markers that are loose, discolored, or defective. 2. Replacement materials shall be provided by CONTRACTOR,not drawn from OWNER'S extra material. Piping Identification Schedule Table 1 to Section 15075 Flowstream Background Pipe Label Text Pipe Color Pipe Identifier Label ColorBanding WATER COLD/HOT Green Potable Water Light Blue AIR (V) Yellow Plumbing Vent (Match wall color) DRAINS& WASTE Yellow Sanitary Drain Dark Gray FLAMMABLE GAS (G) Yellow Natural Gas Orange CHEMICAL (RG)(RS)(RL) Yellow Refrigerant Yellow Blue "`END OF SECTION*" Storage Building,WPCF City of Waterloo, Iowa 15075-4 AECOM- 106083 SECTION 15100 PLUMBING SYSTEMS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Domestic Water Piping Systems: a. Domestic cold water piping. b. Domestic hot water piping. 2. Soil,Waste and Vent Piping Systems: a. Above ground, soil, waste, and vent piping within buildings including soil stacks, vent stacks, horizontal branches,traps,and connections to fixtures and drains. b. Underground building drain piping including mains,branches,traps,connections to fixtures and drains, and connections to stacks terminating at connection to existing sanitary sewer. 3. Drainage and vent piping products. 4. Valves and accessories. 5. Fixtures and trim. 6. Insulation. -- 7. Pipe specialties. 1.02 SUBMITTALS A. Schedule below identifies information required for each item of material or equipment. Unit Type Submittal Information Item 1. Cleanouts 1 2. Valves 1 3. Fixtures and Trim 1 — B. Submittal Information: 1. Product Data: Manufacturer's specifications for units showing dimensions,weights,capacities,ratings, performance characteristics,gauges, color, and finished of materials, and installation instructions. C. Submit Item 1 in accordance with Section 01340. D. Information submitted by CONTRACTOR,but not designated to be submitted will be returned without action by ENGINEER. 1.03 QUALITY ASSURANCE A. Manufacturers: Firms regularly engaged in manufacture of plumbing systems products of types,materials,and sizes required,whose products have been in satisfactory use in similar service. B. Plumbing Code Compliance: Comply with applicable portions of building codes pertaining to plumbing materials, construction, and installation of products. 1. Uniform Plumbing Code: a. Design, Construction, Installation,Supervision,and Inspection of Plumbing. C. PDI Compliance: Comply with applicable PDI standards pertaining to products and installation of soil and waste piping systems. Storage Building,WPCF City of Waterloo, Iowa 15100-1 AECOM- 106083 PART 2 PRODUCTS 2.01 GENERAL A. Where more than one type is indicated, selection is CONTRACTOR'S option or compliance with governing — regulations. B. Size system drain piping as shown or, if not shown, as required to properly drain piping systems, including valves and equipment. C. Manufacturer's equipment used as basis of design for project is name indicated in Specifications for particular type of equipment or application contained in these Contract Documents. If no manufacturer listed, basis of design is industry standard indicated. 2.02 WATER SUPPLY SYSTEM A. Tube Size 2-1/2 in. and smaller, buried: 1. Copper Tube: ASTM B88,Type K. 2. Fittings: Brass flared connections. 3. Valves: Class 150 bronze. B. Tube Size 2-1/2 in.and smaller, interior: 1. Copper Tube: ASTM B88,Type L. 2. Fittings: Wrought copper solder joint. 3. Valves: Class 125 bronze gate, ball or globe valve. 2.03 SOIL, WASTE AND VENT SYSTEMS PIPING A. Pipe Sizes 15 in. and smaller: 1. Cast Iron: ASTM A74, hub and spigot soil pipe and fittings. 2. Pipe Class: Service. 3. Joints: Compression gasket or lead or oakum. B. Pipe Sizes 4 in. and smaller: 1. Poly Vinyl Chloride(PVC)plastic pipe: ASTM D2665 2. Pipe Weight: Type DWV. 3. Fittings: PVC plastic,Type DWV,socket type,solvent cement joints. 2.04 DRAINAGE AND VENT PIPING PRODUCTS A. Floor Cleanout(CO): 1. Manufacturers: a. J.R. Smith,Series 4020. b. Zurn. c. Or equal. — 2. Cast iron body, round adjustable, scoriated secured nickel bronze top, straight thread gasket seal closure plug. B. Floor Drains: 1. Manufacturers: a. J.R. Smith, Figure 2010-A. b. Zurn. c. Or equal. 2. Vandalproof cast iron floor drains, in sizes indicated, with 8 in. polished bronze strainer and flashing collar. Storage Building,WPCF City of Waterloo, Iowa 15100-2 AECOM- 106083 3. Screw anchors matching strainer finish. 2.05 VALVES AND ACCESSORIES A. Ball Valves 1 in.through 2 in. 1. Manufacturers: a. Nibco, Figure T-580-Y. b. Wolverine Brass. c. Or equal. 2. Bronze body,screwed, brass or stainless steel ball,conventional port,Teflon seat rings. 3. 125 psi wp steam. B. Gate Valves: 1. Manufacturers: a. Stockham Valves and Fittings. _ b. NIBCO, Inc. c. Milwaukee Valve Company, Inc. 2. 2 in.and Smaller: ASTM B62,Class 125,bronze,screw-in bonnet,rising stem,ASTM B62 solid bronze wedge. a. Threaded Ends: Stockham Figure B-100 or equal. b. Solder Ends: Stockham Figure B-109 or equal. C. Bellows Air Cushions: 1. Bellows type, precharged compression chamber, stainless steel casing and bellows. 2. Provide sizes complying with PDI Standard WH-201. 2.06 FIXTURES A. General: 1. Provide factory fabricated fixtures of size,type, rating, and capacity indicated. 2. Where not indicated, provide proper selection, as determined by CONTRACTOR, to comply with installation requirements. 3. Provide sizes and types matching piping and equipment connections. B. Gas Water Heater: 1. Manufacturers: a. State Turbo Super Saver Direct Vent Model No. SR850-NADS-F. b. Or equal. 2. 50 gal,44,000 Btuh natural gas input, recovery of 49 gal/hr at 90°F rise. 3. Provide properly sized ASME pressure and temperature relief valve. 4. Provide vent kit No. 9001247,15-1/2 in.minimum,26-1/2 in.maximum from outside face of wall to face _ of water heater. C. Floor Mounted Water Closets(WC-1): 1. Kohler Highline Pressure Lite K-3493 floor-mounted,close coupled tank type,siphon jet elongated bowl, white toilet with 17-1/8 in. high bowl, and 2-1/4 in. passageway, equipped with Kohler Pressure Lite flushing system. 2. Closet Seat: White, elongated,with open front, Kohler Lustra K-4666-C. 3. Supply Line: 3/8 in. IPS with stop, K-7637. 4. Or equal. D. Urinal(U): 1. Manufactures: a. Kohler, Branham K-4920-T. Storage Building,WPCF City of Waterloo, Iowa 15100-3 AECOM- 106083 b. American Standard. c. Or equal. 2. Vitreous china,wall hung,beehive strainer,Kohler Branham K-4960-T,manual flush valve Sloan Royal No. 186. Color selection to be determined by ARCHITECT. E. Wall Hung Lavatory(L): 1. Manufacturers: a. Kohler,Jamestown K-2053. b. American Standard. c. Or equal. 2. White,vitreous china,20 in.by 18 in.,provided with wall bracket. K-7491 Triton II Water Guard faucet, 1-1/4 in. P-trap with cleanout, 3/8 in. angle supplies with stops. F. Shower(SH): 1. White fiberglass 3-wall shower Lasco Model No. 1343-C with Kohler Triton II K-6912 balancing valve with integral stops,and Kohler K-7371 shower head with 3 gpm flow. 2.07 INSULATION A. Fibrous Glass Insulation: 1. Manufacturers: a. Owens-Corning. — b. Manville. c. Or equal. 2. 3/4 in.thick, 3.5 lb density with laminated white vapor barrier jacket. 3. Ratings not exceeding flame spread of 25 and smoke developed of 50(Test Method ASTM E-84). 2.08 PIPING SPECIALTIES A. Mechanical Sleeve Seals: 1. Manufacturers: a. Thunderline Corporation. b. Or equal. 2. Modular mechanical type consisting of interlocking synthetic rubber links shaped to continuously fill annular space between pipe and sleeve. Connected with bolts and pressure plates which cause rubber sealing elements to expand when tightened,providing watertight seal and electrical insulation. Select to withstand 40-ft hydrostatic head of water. B. Pipe Sleeves and Wall Collars: 1. Provide pipe sleeves and wall collars of one of following: a. Sheet Metal: Fabricate from galvanized sheet metal; round tube closed with snaplock joint, welded spiral seams, or welded longitudinal joint. Fabricate from following gauges; 3 in. and smaller;20 ga; 4 in.to 6 in. 16 ga; over 6 in. 14 ga. b. Steel Pipe: Fabricate from Schedule 40 carbon steel pipe. Provide welded center flange and hot- dipped galvanized finish for water stoppage. —' c. Iron Pipe: Provide cast iron or ductile iron pipe with integrally cast intermediate collar in exterior, water supporting, and water retaining walls and slabs. d. Plastic Pipe: Fabricate from Schedule 80 PVC plastic pipe; remove burrs. C. Dielectric Unions: 1. Manufacturers: a. B& K Industries, Inc. b. Rockford, Eclipse Division. c. Or equal. Storage Building,WPCF City of Waterloo, Iowa 15100-4 AECOM- 106083 2. Provide standard products recommended by manufacturer for use in service indicated which effectively isolate ferrous from nonferrous piping (electrical conductance), prevent galvanic action, and stop corrosion. D. Pipe Escutcheons: 1. Manufacturers: a. Frost Company. b. Jones Manufacturing Co., Inc. _ c. Or equal. 2. Provide pipe escutcheons with inside diameter closely fitting pipe outside diameter,or outside of pipe insulation where pipe is insulated. Select outside diameter of escutcheon to completely cover pipe penetration hole in floors,walls or ceilings and pipe sleeve extension,if any. Furnish pipe escutcheons with nickel or chrome finish for occupied areas. Prime paint finish for unoccupied areas. 3. Pipe Escutcheons for Moist Areas: For waterproof floors and areas where water and condensation can be expected to accumulate, provide cast brass or sheet brass escutcheons, solid or split hinged. 4. Pipe Escutcheons for Dry Areas: Provide sheet steel escutcheons, solid or split hinged. PART 3 EXECUTION 3.01 GENERAL A. Install pipe hangers, supports, and anchors in accordance with Section 15060. B. Install piping identification in accordance with Section 15075. 3.02 PIPING INSTALLATION A. General: 1. Install pipe,tube,and fittings in accordance with recognized industry practices achieving permanently leakproof piping systems, capable of performing each indicated service without piping failure. 2. Install each run with minimum joints and couplings, but with adequate and accessible unions for disassembly and maintenance or replacement of valves and equipment. 3. Reduce sizes(where indicated) by use of reducing fittings. 4. Align piping accurately at connections,within 1/16 in. misalignment tolerance. 5. Comply with ANSI B31.9-Building Service Piping. B. Pipe Locations: 1. Locate piping runs, except as otherwise indicated, vertically and horizontally(pitched to drain), and avoid diagonal runs wherever possible. 2. Orient horizontal runs parallel with walls and column lines. 3. Locate runs, as shown or described by diagrams,details, and notations or, if not otherwise indicated, run piping in shortest route which does not obstruct usable space or block access for servicing building and equipment. 4. Hold piping close to walls, overhead construction, columns, and other structural and permanent enclosure elements of building; limit clearance to 1/2 in. where furring is shown for enclosure to concealment of piping, but allow for insulation thickness, if any. 5. Where possible, locate insulated piping for 1.0 in. clearance outside insulation. 6. Wherever possible in finished and occupied spaces, conceal piping from view by locating in column enclosures,hollow wall construction or above suspended ceilings;do not encase horizontal runs in solid partitions, except as indicated. C. Electrical Equipment Spaces: 1. Do not run piping through transformer vaults and other electrical or electronic equipment spaces. -- D. Expansion Compensation: Storage Building,WPCF City of Waterloo, Iowa 15100-5 AECOM- 106083 1. Install piping including mains, branches,and runouts with sufficient offsets to allow for free expansion and contraction and sufficient to prevent leaks and overstressing of piping system. E. Bellows Air Cushion: 1. Install units at top of each riser and at end of each branch,as required,to comply with PDI-WH-201. F. Installation of Soil,Waste and Vent Piping: 1. Install horizontal piping on constant grade,avoiding pockets. Minimum grade of 1/8 in./ftfor mains and 1/4 in./ft for branches. 2. Cleanouts: a. Install cleanout plugs at each 90°change in direction in suspended horizontal piping. —" b. Where not otherwise indicated,install cleanouts at 50 ft intervals in piping 3 in.and smaller,and 100 ft intervals in piping 4 in. and larger. c. Install floor and wall cleanouts at locations indicated. 3. Flashing Flanges: — a. Install flashing flange and clamping device with each cleanout passing through waterproof membrane. 4. Testing: a. Test soil and vent piping system in accordance with requirements of Uniform Plumbing Code. — 3.03 VALVES A. Except as otherwise indicated, comply with following requirements. 1. Install valves where required for proper operation of piping and equipment, include valves in branch lines where necessary to isolate sections of piping. Locate valves so accessible and separate support can be provided when necessary. 2. Install valves with stems pointed up, in vertical position where possible, but in no case with stems pointed downward from horizontal plane unless unavoidable. B. Insulation: Where insulation is indicated, provide extended stem valves arranged to receive insulation. — C. Select and install ball valves as specified in applicable system sections. When not otherwise specified,furnish and install in accordance with following. D. Two-Piece Construction: 1. Branch main isolation. 3.04 FIXTURES A. Plumbing Fixtures: 1. Install in accordance with manufacturer's written instructions and as called for and required by codes. — 2. Verify locations and coordinate with architectural designs and other devices and equipment, as approved by ENGINEER before roughing-in connections. 3. Operation of fixtures shall be tested for proper operation and adjusted for field connections and service use,as required. — 3.05 PIPE INSULATION A. Install in accordance with manufacturer's written instructions, install after testing and acceptance of piping — system,insulate each continuous run of piping with full-length units. Do not use cut pieces or scraps abutting each other, maintain integrity of vapor barrier jacket on pipe insulation. B. Cover valves,fittings, and similar items in each piping system with equivalent thickness and composition of — insulation, install factory molded or precut on job fabricated units. C. Install insulation on domestic water piping. Storage Building,WPCF City of Waterloo, Iowa 15100-6 AECOM- 106083 — D. Replace damaged insulation which cannot be repaired. 3.06 PIPING SPECIALTIES A. Pipe Sleeves and Wall Collars: Install pipe sleeves of types indicated where piping passes through walls, floors,and roofs. Verify size,location,and type of penetration prior to pouring concrete or placing masonry.Do not install sleeves through structural members of work, except as shown on Drawings or as approved by ENGINEER. Install sleeves accurately centered on pipe runs. Size sleeves so piping and insulation(if any)will have free movement in sleeve, including allowance for thermal expansion but not less than pipe sizes larger than piping run. Where insulation includes vapor barrier jacket, provide sleeve with sufficient clearance for installation. Install length of sleeve equal to thickness of construction penetrated, and finish flush to surface except floor sleeves. Extend floor sleeves 2 in.above level floor finish. Provide temporary support of sleeves during placement of concrete and other work around sleeves and provide temporary closure to prevent concrete and other materials from entering sleeves. Center sleeve intermediate collar seepage ring in wall or slab and align with bolt holes in flanges straddling centerlines horizontally and vertically. Do not allow reinforcing steel to contact wall pipes. 1. Install sheet metal sleeves at interior partitions and ceilings other than suspended ceilings. 2. Install iron pipe sleeves at exterior penetrations; above and below grade before concrete or masonry placed. 3. Install steel or plastic pipe sleeves except as otherwise indicated. B. Sleeve Seals: Install in annular space between pipes and sleeve walls in exterior water supporting walls, foundation, exterior walls, and retaining walls to form watertight seals. C. Pipe Escutcheons: Install pipe escutcheons on each pipe penetration through floors, walls. partitions, and ceilings where penetration exposed to view and on exterior of building. Secure escutcheon to pipe or insulation so escutcheon covers penetration hole and is flush with adjoining surface. D. Dielectric Unions: Install at each piping joint between ferrous and nonferrous piping. Comply with manufacturer's installation instructions. 3.07 CLEANING AND STERILIZATION A. Clean and sterilize domestic water piping system as required by health authorities having jurisdiction and in accordance with Uniform Plumbing Code. 3.08 TESTING PIPING SYSTEMS A. Test piping system in accordance with Uniform Plumbing Code. ***END OF SECTION*** _ Storage Building,WPCF City of Waterloo, Iowa 15100-7 AECOM- 106083