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HomeMy WebLinkAboutUNIVERSITY AVE RECONSTRUCTION PHASE 1 GREENHILL TO EVERGREEN AECOM ri FY 2018 University Avenue Reconstruction — Phase 1 From Greenhill Road to Evergreen Avenue City of Waterloo, Iowa City Contract No. 933 AECOM#60528991 Prepared For. City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Prepared By: AECOM 501 Sycamore Street, Suite 222 P.O. Box 1497 Waterloo, Iowa 50704-1497 January 2018 FY 2018 UNIVERSITY AVENUE RECONSTRUCTION — PHASE 1 CITY OF WATERLOO, IOWA City Contract No. 933 Prepared For: City of Waterloo, Iowa Prepared By: AECOM January 2018 „,,,t,,t,"F,"",,,,,,, I hereby certify that this engineering document was prepared by me or .�`'' gi.ESS1p� '''< under my direct personal supervision and that I am a duly licensed ',...., a Professional Engineer under the laws of the state of Iowa. ,tea ,44 MICHELLE M. SWEENEY rn % r l fi .�1r�// 20830 January 22, 2018 > ' : MICHELLE M. SWEENEY, PE Date /o w A 11,\1/4° License No. 20830 j'fjrlttlt/7l llii iltt\StiS My license renewal date is December 31, 2019. Pages or sheets covered by this seal: FY 2018 UNIVERSITY AVENUE RECONSTRUCTION - PHASE 1 CITY OF WATERLOO, IOWA CONTRACT NO. 933 CONTRACT DOCUMENTS TABLE OF CONTENTS Page 1. NOTICE TO BIDDERS NB1-4 2. NOTICE OF PUBLIC HEARING NPH-1-2 3. INSTRUCTIONS TO BIDDERS IB-1-10 4. FORM OF BID OR PROPOSAL FB-1-8 5. SALES TAX EXEMPTION INFORMATION FORM STE-1 6. FORM OF BID BOND BB-1 7. NON-COLLUSION AFFIDAVITS NCA-1-2 8. EQUAL OPPORTUNITY CLAUSE EOC-1-2 9. TITLE VI CIVIL RIGHTS TVI-1 10. BIDDER'S STATUS FORM BSF-1-2 11. AFFIRMATIVE ACTION PROGRAM 1-8 10. POTENTIAL ITEMS OF WORK FOR MBE/WBE PARTICIPATION M-1 SUBCONTRACTOR'S BID REQUEST FORM M-4 LETTER FORM FOR SUBCONTRACTOR QUOTES M-5 MBE/WBE SCOPE LETTER M-6 MBE AND/OR WBE PREBID CONTACT INFORMATION FORM M-7-8 _ 11. WATERLOO/CEDAR FALLS MINORITY AND WOMEN BUSINESSES ENTERPRISE CONSTRUCTION AND MAINTENANCE CONTRACTOR'S GUIDE 1-4 12. STATEMENT OF BIDDER'S QUALIFICATIONS SBQ-1-2 13. GENERAL SPECIAL PROVISIONS GSP-1-4 14. SPECIAL PROVISIONS SP-1-13 The 2017 edition of the "URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL" (SUDAS) shall apply to the construction of this project. The Standard Specifications are amended by the project specifications. TECHNICALS: 100 TRAFFIC SIGNALIZATION SPECIFICATIONS 100-1 -28 200 REHABILITATION OF EXISTING MANHOLES 200-1 -2 300 HIGH DENSITY POLYETHYLENE (HDPE) PIPE 300-1 -4 400 COLORED AND STAMPED CONCRETE 400-1 - 5 500 SITE FURNISHING 500-1 -4 600 PLANTINGS 600-1 - 14 -'- TABLE OF CONTENTS TOC-1 of 2 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa 15. GENERAL SPECIFICATIONS FOR CONSTRUCTION GSC-1-13 16. SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION SGS-1 17. FORM OF CONTRACT C-1-4 18. FORM OF PERFORMANCE BOND PFB-1-2 19. FORM OF PAYMENT BOND PB-1-2 -- APPENDIX 1. CHANGE ORDER FORM TABLE OF CONTENTS TOC-2 of 2 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa NOTICE TO BIDDERS For the Taking of Construction Bids for the FY 2018 UNIVERSITY AVENUE RECONSTRUCTION - PHASE 1 In the City of Waterloo, Iowa CONTRACT NO. 933 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 15th day of February, 2018 until 1:00 p.m. for the reconstruction of the FY 2018 UNIVERSITY AVENUE RECONSTRUCTION - PHASE I, City Contract No. 933, 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 the First Floor Conference Room at City Hall, in the City of Waterloo, Iowa, on the 15th day of February, 2018, at 1:00 p.m., and the proposals will be acted upon at such later time and place as may then be fixed by the City Council. PUBLIC HEARING 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 February 19, 2018, said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. SCOPE OF WORK The project consists of the reconstruction of the existing University Avenue 6-lane facility with a new 4- lane roadway. The project includes installation of sidewalks, shared use paths, and reconstruction of the existing storm sewer, water main, and traffic signals. -- 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 Stages 1-4 shall be completed on or before November 16, 2018, with final completion on or before May 31, 2019. The completion date will be administered based on 120 working days for Stages 1-4 and 30 working days for Stage 5. Winter Work as defined by IDOT Standard Specifications will be allowed but working days will not be charged for Stage 5. 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 it 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. NOTICE TO BIDDERS NTB-1 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa PLANS AND SPECIFICATIONS Complete digital Plans and Specifications are available at www.questcdn.com. You may download the digital documents free of charge from Questcdn by inputting Questcdn Project#5503757 on the website's Project Search page. Please contact Questcdn.com at 952-233-1632 or info@questcdn.com for assistance in free membership registration, downloading and working with this digital project information. Optional paper copies of the Plans and Specifications are available from AECOM, 501 Sycamore Street, Suite 222, Waterloo, Iowa, upon receipt of a $150.00 deposit (CHECK ONLY). Deposits are fully refundable if the plans and specifications are returned in usable condition (i.e., generally free of highlights, ink markings, tears, stickers, water stains and soiling) to the Waterloo AECOM office listed above by the end of the 14th consecutive day after the project has been awarded. No deposits will be — refunded for any requests or plans received after the 14th consecutive day, which includes plans returned via mail service. Plan holders are responsible for ascertaining when the project has been awarded. If the plan holder is the prime contractor, or a subcontractor or supplier of the prime contractor that has been awarded the project, Plans and Specifications do not need to be returned to receive the deposit. The — prime contractor must submit a list of his subcontractors and suppliers for the City and consulting engineer to verify eligibility for the refundable deposit. Please DO NOT obtain Bid Documents from any source other than Questcdn.com or through the AECOM Waterloo office as listed above. Obtaining documents through any other source could prevent Bidder from being included on the official AECOM Plan Holders List which, in turn, may cause the Bidder to not receive addenda or other time-sensitive/ bid-critical documents. The City has the right to reject any bids that do not have current bidding documents included in the proposal. Upon award of project, the prime contractor, subcontractors and suppliers shall be supplied with the — needed number of plans and specifications at no additional cost. CONTRACT AWARD A contract will be awarded to the qualified bidder submitting the lowest bid. The City reserves the right to reject any or all bids, re-advertise for new bids, and to waive informalities in the bids submitted that might 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 day 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 within 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 NOTICE TO BIDDERS NTB-2 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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. PERFORMANCE & PAYMENT BONDS The successful bidder will be required to furnish a "Performance Bond" and a "Payment 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. MAINTENANCE BOND -- 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. CONTRACT COMPLIANCE PROGRAM /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 ($1,000.00) 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 NOTICE TO BIDDERS NTB-3 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 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 Engineer 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 the prime contractor, subcontractors and City Officials. BIDDER STATUS Attention of bidders is called to compliance with the provisions of the Resident Bidder/Non-Resident Bidder requirements. Each bidder submitting a bid shall execute and include with the bid, a Bidder Status Form in the form herein provided. Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed nonresponsive and rejected. 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. Posted pursuant to the provisions of Chapter 26 of the City Code of Iowa. CITY OF WATERLOO, IOWA NOTICE TO BIDDERS NTB-4 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa NOTICE OF PUBLIC HEARING On Proposed Plans, Specifications, Form of Contract, And Estimate of Cost For the FY 2018 UNIVERSITY AVENUE RECONSTRUCTION - PHASE 1 In the City of Waterloo, Iowa CONTRACT NO. 933 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 15th day of February, 2018, until 1:00 p.m. for the reconstruction of FY 2018 UNIVERSITY AVENUE RECONSTRUCTION - PHASE 1, City Contract No. 933, 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 the First Floor Conference Room at City Hall, in the City of Waterloo, Iowa, on the 15th day of February, 2018, at 1:00 p.m., and the proposals will be acted upon at such later time and place as may then be fixed by the City Council. 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 the 19th day of February, 2018, said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. The proposed plans, specifications, form of contract, and estimate of cost for said improvements heretofore prepared by AECOM for 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. The NOTICE TO BIDDERS can be viewed at the following locations: 1) City of Waterloo web site at http://ci.waterloo.ia.us/ 2) Plan rooms: Master Builders of Iowa 221 Park Street, PO Box 695 Des Moines, IA 50303 McGraw Hill Construction Dodge 3315 Central Ave. Hot Springs, AR 71913 Reed Construction Data 30 Technology Parkway South, Ste. 500 Norcross, GA 30092 3) Plan Room Web sites: Master Builders of Iowa web site at www.mbionline.com Dodge Lead web site: http://dodgeprojects.construction.com/ Reed Const. Data Lead web site: http://www.cmdgroup.com/project-leads/ NOTICE OF HEARING NPH-1 of 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa SCOPE OF WORK This project consists of the reconstruction of the existing University Avenue 6-lane facility with a new 4- lane roadway. The project includes installation of sidewalks, shared use paths and reconstruction of the existing storm sewer, water main, and traffic signals. Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the day of , 2018. CITY OF WATERLOO, IOWA BY: Kelley Felchle City Clerk NOTICE OF HEARING NPH-2 of 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 spreadsheet, 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, INSTRUCTIONS TO BIDDERS IB-1 of 10 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 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. g. If the bidder does not qualify as a resident bidder, the nonresident bidder shall specify on the project proposal whether any preference to resident bidders, including but not limited to any preference to bidders, the imposition of any type of labor force preference, or any other form of preferential treatment to bidders or laborers from that state or foreign country is in effect in the nonresident bidder's state or country of domicile at the time of a bid submittal. 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 their 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. INSTRUCTIONS TO BIDDERS IB-2 of 10 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 they have 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. 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 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 bona fide 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. —' INSTRUCTIONS TO BIDDERS IB-3 of 10 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa 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. 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. 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). INSTRUCTIONS TO BIDDERS IB-4 of 10 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa 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. 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 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 INSTRUCTIONS TO BIDDERS IB-5 of 10 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa * 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. 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. 11. 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 MBE/WBE contact not on the City's MBE/WBE list, attach a copy of the MBE/WBE/DBE Certifications from another government agency. 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). INSTRUCTIONS TO BIDDERS IB-6 of 10 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa 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. 111. 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. 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. 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. CONCLUSION This program repeals or revises all sections of previous Waterloo Contract Compliance Programs. INSTRUCTIONS TO BIDDERS IB-7 of 10 FY 2018 University Avenue Reconstruction-Phase AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 responsive and 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 the contract at the time of opening bids, but the right is reserved to postpone such action for a reasonable time, not exceeding thirty (30) 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. A contract will be awarded to the qualified bidder submitting the lowest total bid as indicated in the NOTICE TO BIDDERS. d. When a contract for a public improvement is to be awarded to the lowest responsive and responsible bidder, a resident bidder shall be allowed a preference as against a nonresident bidder from a state or foreign country if that state or foreign country gives or requires any preference to bidders from that state or foreign country, including but not limited to any preference to bidders, the imposition of any type of labor force preference, or any other form of preferential treatment to bidders or laborers from that state or foreign country. The preference allowed shall be equal to the preference given or required by the state or foreign country in which the nonresident bidder is a resident. In the instance — of a resident labor force preference, a nonresident bidder shall apply the same resident labor force preference to a public improvement in this state as would be required in the INSTRUCTIONS TO BIDDERS IB-8 of 10 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa construction of a public improvement by the state or foreign country in which the nonresident bidder is a resident. 14. EXECUTION OF AGREEMENT, BONDS, 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 and a payment 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, employed or used by him in performing the work. The bonds 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 bonds 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 bonds. 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 11 of 13 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 Worker's Compensation Insurance for all their employees and those subcontractors engaged in work at the site, in accordance with State Worker'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 and 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. INSTRUCTIONS TO BIDDERS IB-9 of 10 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa 15. BIDDER STATUS a. Attention of bidders is called to the requirement of complying with the provisions of the Resident Bidder/Non-Resident Bidder requirement. b. Each bidder submitting a bid shall execute and include with the bid, a Bidder Status Form in the form herein provided. c. Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed nonresponsive and rejected. INSTRUCTIONS TO BIDDERS IB-10 of 10 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa FORM OF BID OR PROPOSAL FY 2018 UNIVERSITY AVENUE RECONSTRUCTION - PHASE 1 CONTRACT NO. 933 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 FY 2018 UNIVERSITY AVENUE RECONSTRUCTION — PHASE 1, Contract No. 933, all in accordance with the above- listed documents and for the unit prices for work in place for the following items and quantities: FY 2018 UNIVERSITY AVENUE RECONSTRUCTION -PHASE 1 _ CITY CONTRACT NO. 933 ITEM EST. UNIT BID TOTAL BID NO. ITEM CODE ITEM UNIT QTY. PRICE PRICE 1 2010 CLEARING AND GRUBBING UNIT 44.0 $ $ 2 2010 ON-SITE TOPSOIL CY 3708.0 $ $ 3 2010 TOPSOIL,CONTRACTOR FURNISH CY 2537.0 $ $ 4 2010 EXCAVATION,CLASS 10, ROADWAY AND CY 23562.0 $ $ BORROW 5 2010 EXCAVATION,CLASS 10, UNSUITABLE OR CY 4464.0 $ $ UNSTABLE MATERIAL 6 2010 EXCAVATION,CLASS 10,WASTE CY 28018.0 $ $ 7 2010 EXCAVATION,CLASS 13 CY 65.0 $ $ 8 2010 SUBGRADE PREPARATION, 12 IN. SY 43545.2 $ $ — 9 2010 SUBGRADE TREATMENT,GEOTEXTILE SY 2066.0 $ $ 10 2010 SUBBASE,MODIFIED CY 16925.9 $ $ 11 2010 REMOVALS,STRUCTURES EACH 20.0 $ $ 12 3010 REPLACEMENT OF UNSUITABLE BACKFILL CY 500.0 $ $ MATERIAL 13 4020 STORM SEWER,TRENCHED,RCP, LF 1307.4 $ $ — CLASS III,15 IN. 14 4020 STORM SEWER,TRENCHED,RCP, LF 1201.8 $ $ CLASS III, 18 IN. 15 4020 STORM SEWER,TRENCHED,RCP, LF 2524.9 $ $ CLASS III,24 IN. 16 4020 STORM SEWER,TRENCHED,RCP, LF 1158.5 $ $ CLASS III,30 IN. FORM OF BID FB-1 of 8 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa ITEM EST. UNIT BID TOTAL BID NO. ITEM CODE ITEM UNIT QTY. PRICE PRICE 17 4020 STORM SEWER,TRENCHED,RCP, LF 770.0 $ $ CLASS III,36 IN. 18 4020 STORM SEWER,TRENCHED,RCP, LF 476.7 $ $ CLASS III,42 IN. 19 4020 STORM SEWER,TRENCHED,RCP, LF 397.4 $ $ CLASS III,48 IN. 20 4020 STORM SEWER,TRENCHED,RCP, LF 66.8 $ $ CLASS III,60 IN. 21 4020 STORM SEWER,TRENCHED,RCP, LF 626.4 $ $ —CLASS III,44 IN.X 27 IN. 22 4020 STORM SEWER,TRENCHED,RCP, LF 506.9 $ $ CLASS III,52 IN.X 32 IN. '23 4020 STORM SEWER,TRENCHED,RCP, LF 12.0 $ $ CLASS III,58 IN.X 91 IN. 24 4020 STORM SEWER,TRENCHED,RCP, LF 12.0 $ $ CLASS III,68 IN.X 106 IN. _,_ 25 4020 STORM SEWER,TRENCHED,PVC,6 IN. LF 6.0 $ $ 26 4020 REMOVAL OF STORM SEWER,RCP,LESS LF 7646.0 $ $ THAN 36 IN. 27 4020 REMOVAL OF STORM SEWER,RCP, LF 1447.0 $ $ GREATER THAN 36 IN. 28 4020 STORM SEWER ABANDONMENT,PLUG LF 105.0 $ $ AND FILL,GREATER THAN 36 IN. 29 4040 SUBDRAIN,TYPE S,6 IN. LF 11837.7 $ $ 30 4040 SUBDRAIN OUTLETS AND CONNECTIONS, EACH 27.0 $ $ EXISTING SUBDRAIN,6 IN. 31 4040 SUBDRAIN OUTLETS AND CONNECTIONS, EACH 99.0 $ $ DR-303,6 IN. 32 5010 WATER MAIN,TRENCHED,DUCTILE IRON LF 9.0 $ $ PIPE(DIP),4 IN,NITRILE GASKETS 33 5010 WATER MAIN,TRENCHED,DUCTILE IRON LF 95.4 $ $ — PIPE(DIP),6 IN,NITRILE GASKETS 34 5010 WATER MAIN,TRENCHED,DUCTILE IRON LF 102.8 $ $ PIPE(DIP),8 IN,NITRILE GASKETS 35 5010 WATER MAIN,TRENCHED,DUCTILE IRON LF 103.2 $ $ PIPE(DIP), 12 IN,NITRILE GASKETS 36 5010 WATER MAIN,TRENCHED,DUCTILE IRON LF 7.0 $ $ PIPE(DIP), 16 IN,NITRILE GASKETS 37 5010 WATER MAIN,TRENCHED,DUCTILE IRON LF 4.0 $ $ PIPE(DIP),20 IN,NITRILE GASKETS WATER MAIN,TRENCHLESS,DUCTILE 38 5010 IRON PIPE(DIP),8 IN,NITRILE GASKETS, LF 116.5 $ $ INTEGRAL RESTRAINED JOINTS WATER MAIN,TRENCHLESS,DUCTILE 39 5010 IRON PIPE(DIP), 12 IN,NITRILE GASKETS, LF 1710.4 $ $ INTEGRAL RESTRAINED JOINTS FORM OF BID FB-2 of 8 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa TEM INO ITEM CODE UNIT EST. UNIT BID TOTAL BID ITEM QTY. PRICE PRICE WATER MAIN,TRENCHLESS,DUCTILE 40 5010 IRON PIPE(DIP),6 IN,NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS WITH LF 72.0 $ $ CASING PIPE - WATER MAIN,TRENCHLESS,DUCTILE 41 5010 IRON PIPE(DIP),8 IN,NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS WITH LF 289.3 $ $ CASING PIPE WATER MAIN,TRENCHLESS,DUCTILE 42 5010 IRON PIPE(DIP), 12 IN, NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS WITH LF 320.8 $ $ CASING PIPE 43 5010 FITTINGS BY COUNT,DUCTILE IRON,4 IN, 22 1/2°ELBOW EACH 1.0 $ $ 44 5010 FITTINGS BY COUNT,DUCTILE IRON,6 IN, MJ CAP EACH 1.0 $ $ 45 5010 FITTINGS BY COUNT,DUCTILE IRON,6 IN, 45°ELBOW EACH 8.0 $ $ 46 5010 FITTINGS BY COUNT,DUCTILE IRON, 6 IN X 8 IN,REDUCER EACH 1.0 $ $ 47 5010 FITTINGS BY COUNT,DUCTILE IRON, - 8 IN,MJ CAP EACH 1.0 $ $ 48 5010 FITTINGS BY COUNT,DUCTILE IRON, 8 IN,45°ELBOW EACH 6.0 $ $ 49 5010 FITTINGS BY COUNT,DUCTILE IRON, 12 IN,MJ CAP EACH 2.0 $ $ 50 5010 FITTINGS BY COUNT,DUCTILE IRON, 12 IN,90°ELBOW EACH 6.0 $ $ _. 51 5010 FITTINGS BY COUNT,DUCTILE IRON, 12 IN,45°ELBOW EACH 9.0 $ $ 52 5010 FITTINGS BY COUNT,DUCTILE IRON, -- 12 IN,TEE EACH 4.0 $ $ 53 5010 FITTINGS BY COUNT,DUCTILE IRON, 12 IN X 4 IN,TEE EACH 1.0 $ $ - 54 5010 FITTINGS BY COUNT,DUCTILE IRON, 12 IN X 6 IN,TEE EACH 2.0 $ $ 55 5010 FITTINGS BY COUNT,DUCTILE IRON, 12INX8 IN,TEE EACH 2.0 $ $ 56 5010 FITTINGS BY COUNT,DUCTILE IRON, 12 IN X 8 IN,REDUCER EACH 1.0 $ $ 57 5010 FITTINGS BY COUNT,DUCTILE IRON, 16 IN,MJ CAP EACH 1.0 $ $ 58 5010 FITTINGS BY COUNT,DUCTILE IRON, 16 IN X 12 IN,REDUCER EACH 2.0 $ $ 59 5010 FITTINGS BY COUNT,DUCTILE IRON, 16 IN X 20 IN,REDUCER EACH 1.0 $ $ 60 5010 FITTING BY COUNT,DUCTILE IRON, 4 IN,RJ LONG SLEEVE EACH 1.0 $ $ 61 5010 FITTING BY COUNT,DUCTILE IRON, 6 IN,RJ LONG SLEEVE EACH 5.0 $ $ — FORM OF BID FB-3 of 8 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa ITEM EST. UNIT BID TOTAL BID NO. ITEM CODE ITEM UNIT QTY. PRICE PRICE 62 5010 FITTING BY COUNT,DUCTILE IRON, EACH 3.0 $ $ 8 IN,RJ LONG SLEEVE 63 5010 FITTING BY COUNT,DUCTILE IRON, EACH 6.0 $ $ - 12 IN,RJ LONG SLEEVE 64 5010 FITTING BY COUNT,DUCTILE IRON, EACH 2.0 $ $ - 16 IN,RJ LONG SLEEVE 65 5010 FITTING BY COUNT,DUCTILE IRON, EACH 1.0 $ $ 20 IN,RJ LONG SLEEVE 66 5010 WATER SERVICE STUB,COPPER, 1 IN LF 10.0 $ $ - 67 5010 WATER SERVICE STUB,COPPER, LF 105.0 $ $ 1-1/2 IN 68 5020 VALVE,GATE,DIP,4 IN EACH 1.0 $ $ 69 5020 VALVE,GATE,DIP,6 IN EACH 3.0 $ $ 70 5020 VALVE,GATE,DIP,8 IN EACH 4.0 $ $ 71 5020 VALVE,GATE,DIP, 12 IN EACH 16.0 $ $ -72 5020 FIRE HYDRANT EACH 4.0 $ $ 73 5020 FIRE HYDRANT ASSEMBLY REMOVAL EACH 2.0 $ $ - 74 6010 MANHOLE,SW-402 EACH 5.0 $ $ 75 6010 MANHOLE,SW-403 EACH 7.0 $ $ 76 6010 MANHOLE,SPECIAL 1 EACH 1.0 $ $ - 77 6010 MANHOLE,SPECIAL 2 EACH 1.0 $ $ 78 6010 INTAKE,MODIFIED SW-501 EACH 1.0 $ $ 79 6010 INTAKE,MODIFIED SW-508 EACH 9.0 $ $ 80 6010 INTAKE,MODIFIED SW-510 EACH 6.0 $ $ 81 6010 INTAKE,SW-507 EACH 7.0 $ $ 82 6010 INTAKE,SW-508 EACH 5.0 $ $ 83 6010 INTAKE,SW-509 EACH 6.0 $ $ 84 6010 INTAKE,SW-510 EACH 3.0 $ $ - 85 6010 INTAKE,SW-511 EACH 1.0 $ $ 86 2435 INTAKE,SW-545 EACH 10.0 $ $ - 87 6010 MANHOLE OR INTAKE ADJUSTMENT, EACH 8.0 $ $ MINOR 88 6010 CONNECTION TO EXISTING MANHOLE OR EACH 15.0 $ $ - INTAKE 89 6010 REMOVALS,MANHOLE OR INTAKE EACH 60.0 $ $ STANDARD OR SLIP FORM PORTLAND 90 7010 CEMENT CONCRETE PAVEMENT,CLASS SY 497.9 $ $ C-SUD,CLASS 3 DURABILITY,8.5 IN. STANDARD OR SLIP FORM PORTLAND 91 7010 CEMENT CONCRETE PAVEMENT,CLASS SY 41320.9 $ $ C-SUD,CLASS 3 DURABILITY, 10 IN. 92 2304 TEMPORARY PAVEMENT SY 1773.9 $ $ 93 2304 TRANSITION PAVEMENT SY 878.5 $ $ FORM OF BID FB-4 of 8 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa - ITEM ITEM CODE ITEM UNIT EST. UNIT BID TOTAL BID NO. QTY. PRICE PRICE 94 7010 CURB AND GUTTER,SLOPED,VAR., 10 IN. LF 1478.7 $ $ 95 7010 CURB AND GUTTER,STANDARD,VAR., LF 103.5 $ $ 101N. 96 7010 CONCRETE MEDIAN SY 261.1 $ $ 97 7010 LINSEED OIL SURFACE TREATMENT OF SY 8264.2 $ $ PCC PAVING AND CURB AND GUTTER 98 7030 REMOVAL OF SIDEWALK,SHARED USE SY 682.2 $ $ PATH,OR DRIVEWAY 99 7030 SHARED USE PATHS,PCC,6 IN. SY 5128.0 $ $ 100 7030 PCC SIDEWALK,PCC,4 IN. SY 2180.0 $ $ 101 7030 PCC SIDEWALK,PCC,6 IN. SY 129.9 $ $ STANDARD PORTLAND CEMENT COLORED 102 TECHNICAL 400 CONCRETE PAVEMENT,CLASS C-4, SY 2516.9 $ $ CLASS 3 DURABILITY,6 IN. STANDARD PORTLAND CEMENT COLORED - 103 TECHNICAL 400 CONCRETE PAVEMENT,CLASS C-4, SY 1177.3 $ $ CLASS 3 DURABILITY, 10 IN. 104 7030 DETECTABLE WARNINGS,CAST IRON SF 532.0 $ $ - 105 7030 DRIVEWAYS,PCC,6 IN. SY 527.5 $ $ 106 7040 FULL DEPTH PATCHES,HMA SY 260.6 $ $ 107 7040 REMOVAL OF PAVEMENT SY 55425.0 $ $ 108 7040 CURB AND GUTTER REMOVAL LF 1552.5 $ $ 109 7040 SAWCUT FOR REMOVALS LF 6895.8 $ $ 110 8010 TRAFFIC SIGNAL EACH 4.0 $ $ 111 8010 TRAFFIC SIGNAL REMOVAL EACH 4.0 $ $ 112 8010 TEMPORARY TRAFFIC SIGNAL EACH 4.0 $ $ 113 8030 TRAFFIC CONTROL LS 1.0 $ $ 114 2523 LIGHT POLES EACH 64.0 $ $ 115 2523 ELECTRICAL CIRCUITS LF 11561.0 $ $ 116 8010 HANDHOLES AND JUNCTION BOXES EACH 33.0 $ $ 117 2523 CONTROL CABINET EACH 2.0 $ $ - 118 2528 FLAGGER EACH 5.0 $ $ 119 8020 PAINTED PAVEMENT MARKINGS,SOLVENT STA 621.7 $ $ WATERBORNE ` 120 8020 WET,RETROREFLECTIVE REMOVABLE STA 756.1 $ $ TAPE MARKINGS 121 8020 PAVEMENT MARKINGS REMOVED STA 404.3 $ $ .._ 122 8020 SYMBOLS AND LEGENDS REMOVED EACH 18.0 $ $ 123 2401 REMOVAL OF CONCRETE FOOTINGS OF EACH 52.0 $ $ LIGHT POLES - 124 2505 REMOVAL OF STEEL BEAM GUARDRAIL LF 64.0 $ $ 125 2505 STEEL BEAM GUARDRAIL LF 87.5 $ $ - FORM OF BID FB-5 of 8 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa ITEM EST. UNIT BID TOTAL BID NO. ITEM CODE ITEM UNIT QTY. PRICE PRICE 126 2505 STEEL BEAM GUARDRAIL END ANCHOR, EACH 1.0 $ $ W-BEAM 127 2505 STEEL BEAM GUARDRAIL TANGENT END — EACH 1.0 $ $ TERMINAL,BA-205 128 2518 SAFETY CLOSURE EACH 44.0 $ $ 129 2524 REMOVE AND REINSTALL SIGN AS PER EACH 12.0 $ $ PLAN 130 2524 REMOVAL OF TYPE A SIGN ASSEMBLY EACH 71.0 $ $ 131 2524 PERFORATED SQUARE STEEL TUBE LF 2202.0 $ $ POSTS PERFORATED SQUARE STEEL TUBE POST 132 2524 ANCHOR,BREAK-AWAY SOIL EACH 192.0 $ $ — INSTALLATION 133 2524 TYPE A SIGNS,SHEET ALUMINUM SF 1599.9 $ $ 134 2524 TEMPORARY BUSINESS ACCESS SIGNS EACH 24.0 $ $ 135 2528 TEMPORARY BARRIER RAIL,CONCRETE LF 2183.9 $ $ 136 2528 TEMPORARY FLOODLIGHTING LUMINAIRE EACH 12.0 $ $ 137 2528 TEMPORARY LANE SEPARATION SYSTEM LF 1367.3 $ $ 138 2528 PORTABLE DYNAMIC MESSAGE SIGN CDAY 110.0 $ $ 139 9010 TEMPORARY SEEDING ACRE 2.0 $ $ 140 9040 SWPPP MANAGEMENT LS 1.0 $ $ 141 9010 SEEDING,FERTILIZING,AND MULCHING ACRE 10.0 $ $ FOR HYDRAULIC SEEDING 142 9040 SILT FENCE OR SILT FENCE DITCH CHECK LF 2363.0 $ $ INSTALLATION 143 9040 REMOVAL OF SILT FENCE OR SILT FENCE LF 2363.0 $ $ DITCH CHECK 144 9040 TURF REINFORCEMENT MATS,TYPE II SQ 104.0 $ $ 145 2601 MOWING ACRE 5.0 $ $ — 146 9040 TEMPORARY INTAKE OR MANHOLE EACH 23.0 $ $ COVER ASSEMBLY 147 9040 MAINTENANCE OF TEMPORARY INTAKE EACH 23.0 $ $ OR MANHOLE COVER ASSEMBLY 148 9040 OPEN-THROAT CURB INTAKE SEDIMENT LF 61.0 $ $ FILTER 149 9040 MAINTENANCE OF OPEN-THROAT CURB EACH 61.0 $ $ INTAKE SEDIMENT FILTER T 150 9040 GRATE INTAKE SEDIMENT FILTER BAG EACH 3.0 $ $ 151 9040 MAINTENANCE OF GRATE INTAKE EACH 3.0 $ $ SEDIMENT FILTER BAG .._. 152 9060 CHAIN LINK FENCE,72 IN. LF 311.0 $ $ FORM OF BID FB-6 of 8 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa ITEM ITEM CODE ITEM UNIT EST. UNIT BID TOTAL BID NO. QTY. PRICE PRICE -= 153 9060 GATES,72 IN., 16 LF EACH 1.0 $ $ 154 9060 REMOVAL OF FENCE LF 330.9 $ $ 155 9060 CHAIN LINK FENCE,TEMPORARY LF 330.9 $ $ - 156 9070 MODULAR BLOCK RETAINING WALL SF 1661.4 $ $ 157 11020 MOBILIZATION LS 1.0 $ $ 158 11030 RELOCATION OF MAILBOXES LS 1.0 $ $ 159 11050 CONCRETE WASHOUT LS 1.0 $ $ 160 TECHNICAL 400 LANDSCAPING LS 1.0 $ $ -- 161 9010 WATERING MGAL 100.0 $ $ TOTAL BID AMOUNT $ 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. 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. 4. Security in the sum of Dollars ($ ) in the form of — , is submitted herewith in accordance with the INSTRUCTIONS TO BIDDERS. 5. Attached hereto is a Non-Collusion Affidavit of Prime Contractor. 6. Attached hereto is a Bidders Status Form. 7. The bidder is prepared to submit a financial and experience statement upon request. 8. 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. 9. The bidder has received the following Addendum or Addenda: — Addendum No. Date — 10. 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 Contractor shall submit information on subcontractors on "SUBCONTRACTOR REQUEST AND — APPROVAL" Form to be provided by City prior to approval of contract. — FORM OF BID FB-7 of 8 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa 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. 11. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked "none" or"NA". 12. The bidder has attached all applicable forms. 13. 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. FORM OF BID FB-8 of 8 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa INFORMATION NEEDED FOR IOWA CONSTRUCTION SALES TAX EXEMPTION CERTIFICATE CONTRACTOR NAME: ADDRESS: (Check One) PRIME SUBCONTRACTOR FEDERAL ID#: PROJECT NAME: PROJECT CONTRACT NO.: DESCRIPTION OF WORK: ❑ Brickwork ❑ Landscaping — ❑ Carpentry ❑ Painting ❑ 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 SALES TAX EXEMPTION CERT STE-1 of 1 FY 2018 University Avenue Reconstruction-Phase 1 --• AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 , 20 , 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 pres- ents to be signed by their proper officers this day of , A.D. 201 (Seal) Principal By (Title) _ (Seal) Witness Surety By Witness Attorney-in-fact BID BOND BB-1 OF 1 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa NON-COLLUSION AFFIDAVIT OF PRIME BIDDER State of )ss County of , being first duly sworn, deposes and says that: -- 1. He is (Owner, Partner, Officer, Representative, or Agent) , of , 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 20 Title My commission expires NON-COLLUSION AFFIDAVITS NCA-1 of 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract Nol.933 Waterloo,Iowa NON-COLLUSION AFFIDAVIT OF SUBCONTRACTOR ... State of ) ss: County of , being first duly sworn, deposes and says that: 1. He is (Owner, Partner, Officer, Representative, or Agent) , of 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; 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 , 201 . Title My commission expires NON-COLLUSION AFFIDAVITS NCA-2 of 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract Nol.933 Waterloo,Iowa EQUAL OPPORTUNITY CLAUSE (As provided in Executive Order No. 11246) All contractors, subcontractors, vendors and suppliers of goods and services doing business with the City and value of said business equals or exceeds ten thousand dollars ($10,000.00) annually agree as follows: 1. The contractors, subcontractor, vendor and supplier of goods and services will not discriminate against any employee or applicant for employment because of race, color, creed, sex, national origin, economic status, age, mental or physical handicap, political opinions or affiliations. The contractor, subcontractor, vendor and supplier will develop an Affirmative Action program to ensure that applicants are employed and that employees are treated during employment without regard to their race, creed, color, sex, national origin, religion, economic status, age, mental or physical disability, political opinions or affiliations. Such actions shall include but not be limited to the following: a. Employment b. Upgrading c. Demotion or Transfer d. Recruitment and Advertising e. Layoff or Termination f. Rates of Pay or Other Forms of Compensation g. Selection for Training Including Apprenticeship 2. The contractor, subcontractor, vendor and supplier of goods and services will, in all solicitations or advertisements for employees, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, sex, national origin, religion, economic status, age, mental or physical disabilities, political opinion or affiliations. 3. The contractor, subcontractor, vendor and supplier or his/her collective bargaining representative will send to each labor union or representative of workers which he/she has a collective bargaining agreement or other contract or understanding, a notice advising said labor union or workers' representative of the contractor's commitment under this section. 4. The contractor, subcontractor, vendor and supplier of goods and services will comply with all published rules, regulations, directives, and order of the City of Waterloo Affirmative Action Program Contract Compliance Provisions. 5. The contractor, subcontractor, vendor and supplier of goods and services will furnish and file compliance reports within such time and upon such forms as provided by the Affirmative Action Officer. Said forms will elicit information as to the policies, procedures, patterns, and practices of each subcontractor as well as the contractor himself/herself and said contractor, subcontractor, vendor and supplier will permit access to his/her employment books, records and accounts to the City's Affirmative Action Officer, for the purpose of investigation to ascertain compliance with this contract and with rules and regulations of the City's Affirmative Action Program—Contract Compliance Provisions relative to Resolution No. 24664. 6. In the event of the contractor's non-compliance with the non-discrimination clauses of this contract or with any of such rules, regulations and orders, this contract may be canceled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further contracts in accordance with procedures authorized by the City Council. 7. The contractor, subcontractor, vendor and supplier of goods and services will include, or incorporate by reference, the provisions of the non-discrimination clause in every contract, EQUAL OPPORTUNITY CLAUSE EOC-1 of 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa subcontract or purchase order unless exempted by the rules, regulations or orders of the City's _ Affirmative Action Program, and will provide in every subcontract, or purchase order that said provisions will be binding upon each contractor, subcontractor, or supplier. 8. We, the undersigned, recognize that we are morally and legally committed to non-discrimination in employment. Any person who applies for employment with our company will not be discriminated against because of race, creed, color, sex, national origin, economic status, age, mental or physical disabilities. _ (Signed) (Appropriate Official) — (Title) (Date) EQUAL OPPORTUNITY CLAUSE EOC-2 of 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa TITLE VI CIVIL RIGHTS During the performance of this contract, the contractor (for itself), its assignees, and successors in interest(hereinafter referred to as the "contractor") agrees as follows: — 1. Compliance with Regulations: The contractor shall comply with the Regulations relative to non- discrimination in Federally assisted programs of the DOT Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, national origin, sex, age, or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurement of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non-discrimination on the grounds — of race, color, national origin, sex, age, or disability. 4. Information and Reports: The contractor shall provide all information and reports required by the Regulations or directives issued pursuant there to, and shall allow access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Contracting Authority, the Iowa DOT, or FHWA to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the Contracting Authority, the Iowa DOT, or the FHWA as appropriate, and shall set forth what efforts it has made to obtain the information. ` 5. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, the Contracting Authority, the Iowa DOT, or the FHWA shall impose such contract sanctions as they may determine to be appropriate, including, — but not limited to: a. Withholding of payments to the contractor under the contract until the contractor complies, and/or b. Cancellation, termination, or suspension of the contract, in whole or in part. 6. Incorporation of Provisions: The contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Contracting Authority, the Iowa DOT, or the FHWA may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event of a contractor becomes involved in, or it threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Contracting Authority or the Iowa DOT to enter into such litigation to protect the interests of the Contracting Authority or the Iowa DOT; and, in addition, the contractor — may request the United States to enter into such litigation to protect the interest of the United States. TITLE VI CIVIL RIGHTS TVI-1 of 1 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 3idder Status Form _To be completed by all bidders Part A Please answer"Yes" or"No" for each of the following: ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). ❑ Yes ❑ No My company has an office to transact business in Iowa. ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. —❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. —To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: —Dates: / / to / / Address: City, State, Zip: Dates: / / to / / Address: City, State, Zip: Dates: / / to / / Address: You may attach additional sheet(s) if needed. City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preferences to resident bidders, resident labor — force preferences or any other type of preference to bidders or laborers? ❑ Yes ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional sheet(s) if needed. _To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: — Signature: Date: You must submit the completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. This form has been approved by the Iowa Labor Commissioner. 309-6001 (09-15) BSF-1 Worksheet: Authorization to Transact Business This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, has filed its most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. _ ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability _. limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. 309-6001 (09-15) BSF-2 Revised February 2003 - CONTRACTOR'S OR SUBCONTRACTOR'S AFFIRMATIVE ACTION PROGRAM Check box that applies to party completing program: ( ) General Contractor ( ) Subcontractor I. 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 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 training (Name of Company) _. and employment opportunities to local residents of Waterloo, Iowa, to the greatest extent feasible. -2 - 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. 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, (Name of Company) and 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 other (Name of Company) companies with whom we are associated and/or do business, to do the same and we will assist them in their efforts. -3 - H. has taken the following (Name of Company) 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 approved (Name of Company) 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 of (Name of Company) 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: 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 20_, 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. -4 - 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 201_. 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). CONTRACTOR'S TOTAL WORK FORCE (WATERLOO) HOURLY NAME AND ADDRESS JOB CATEGORY RACE SEX WAGE INDICATE: DISABLED VETERAN: DV VIETNAM ERA VETERAN: W HANDICAPPED: H -5 - 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: -6 - 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. 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 lifing, digging, mixing, loading and pulling operations and kindred workers. -7 - 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-job): Production. persons in formal training for craftsmen when not trained under apprentice programs--operative laborer, and service occupations. 11. White Collar: Persons engaged in formal training for clerical, managerial, professional, technical, sales, office and clerical occupations. -8 - ITEMS OF POTENTIAL MBE/WBE PARTICIPATION NOTICE TO PROSPECTIVE BIDDERS: The following items from the FY 2018 UNIVERSITY AVENUE RECONSTRUCTION — PHASE 1, Contract No. 933, have a potential for MBE/WBE Participation. This listing, however, is not intended to be all encompassing or to preclude MBE/WBE Contractors from bidding on any items of the Proposal as a Subcontractor or the entire Proposal as a Prime Contractor. ITEM NO. SPEC SECTION ITEM 13 4020 STORM SEWER,TRENCHED, RCP, CLASS III, 15 IN. 14 4020 STORM SEWER,TRENCHED, RCP,CLASS III, 18 IN. - 15 4020 STORM SEWER,TRENCHED, RCP,CLASS III,24 IN. 16 4020 STORM SEWER,TRENCHED, RCP, CLASS III,30 IN. 17 4020 STORM SEWER,TRENCHED, RCP, CLASS III,36 IN. 18 4020 STORM SEWER,TRENCHED, RCP,CLASS III,42 IN. 19 4020 STORM SEWER,TRENCHED,RCP, CLASS III,48 IN. - 20 4020 STORM SEWER,TRENCHED, RCP,CLASS III,60 IN. 21 4020 STORM SEWER,TRENCHED, RCP,CLASS III,44 IN.X 27 IN. 22 4020 STORM SEWER,TRENCHED,RCP, CLASS III,52 IN.X 32 IN. `" 23 4020 STORM SEWER,TRENCHED, RCP, CLASS III,58 IN.X 91 IN. 24 4020 STORM SEWER,TRENCHED, RCP,CLASS III,68 IN.X 106 IN. 25 4020 STORM SEWER,TRENCHED,PVC,6 IN. - 26 4020 REMOVAL OF STORM SEWER,RCP, LESS THAN 36 IN. 27 4020 REMOVAL OF STORM SEWER,RCP,GREATER THAN 36 IN. - 28 4020 STORM SEWER ABANDONMENT, PLUG AND FILL,GREATER THAN 36 IN 29 4040 SUBDRAIN,TYPE S,6 IN. 30 4040 SUBDRAIN OUTLETS AND CONNECTIONS, EXISTING SUBDRAIN,6 IN. - 31 4040 SUBDRAIN OUTLETS AND CONNECTIONS, DR-303,6 IN. 32 5010 WATER MAIN,TRENCHED, DUCTILE IRON PIPE(DIP),4 IN, NITRILE GASKETS 33 5010 WATER MAIN,TRENCHED, DUCTILE IRON PIPE(DIP),6 IN, NITRILE GASKETS 34 5010 WATER MAIN,TRENCHED, DUCTILE IRON PIPE(DIP), 8 IN, NITRILE GASKETS 35 5010 WATER MAIN,TRENCHED, DUCTILE IRON PIPE(DIP), 12 IN, NITRILE GASKETS ` 36 5010 WATER MAIN,TRENCHED, DUCTILE IRON PIPE(DIP), 16 IN, NITRILE GASKETS 37 5010 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),20 IN, NITRILE GASKETS .- 38 5010 WATER MAIN,TRENCHLESS, DUCTILE IRON PIPE(DIP),8 IN, NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS 39 5010 WATER MAIN,TRENCHLESS, DUCTILE IRON PIPE(DIP), 12 IN,NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS - 40 5010 WATER MAIN,TRENCHLESS, DUCTILE IRON PIPE(DIP),6 IN, NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS WITH CASING PIPE 41 5010 WATER MAIN,TRENCHLESS,DUCTILE IRON PIPE(DIP), 8 IN, NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS WITH CASING PIPE 42 5010 WATER MAIN,TRENCHLESS, DUCTILE IRON PIPE(DIP), 12 IN,NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS WITH CASING PIPE MBE/WBE PARTICIPATION M-1 of 8 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa ITEM NO. SPEC SECTION ITEM — 43 5010 FITTINGS BY COUNT, DUCTILE IRON,4 IN,22 1/2°ELBOW 44 5010 FITTINGS BY COUNT, DUCTILE IRON,6 IN,MJ CAP — 45 5010 FITTINGS BY COUNT, DUCTILE IRON,6 IN,45°ELBOW 46 5010 FITTINGS BY COUNT, DUCTILE IRON,6 IN X 8 IN, REDUCER 47 5010 FITTINGS BY COUNT, DUCTILE IRON,8 IN,MJ CAP — 48 5010 FITTINGS BY COUNT, DUCTILE IRON,8 IN,45°ELBOW 49 5010 FITTINGS BY COUNT, DUCTILE IRON, 12 IN,MJ CAP 50 5010 FITTINGS BY COUNT, DUCTILE IRON, 12 IN,90°ELBOW — 51 5010 FITTINGS BY COUNT, DUCTILE IRON, 12 IN,45°ELBOW 52 5010 FITTINGS BY COUNT, DUCTILE IRON, 12 IN,TEE — 53 5010 FITTINGS BY COUNT, DUCTILE IRON, 12 IN X 4 IN,TEE 54 5010 FITTINGS BY COUNT, DUCTILE IRON, 12 IN X 6 IN,TEE 55 5010 FITTINGS BY COUNT, DUCTILE IRON, 12 IN X 8 IN,TEE — 56 5010 FITTINGS BY COUNT, DUCTILE IRON, 12 IN X 8 IN, REDUCER 57 5010 FITTINGS BY COUNT, DUCTILE IRON, 16 IN,MJ CAP 58 5010 FITTINGS BY COUNT, DUCTILE IRON, 16 IN X 12 IN, REDUCER 59 5010 FITTINGS BY COUNT, DUCTILE IRON, 16 IN X 20 IN, REDUCER 60 5010 FITTING BY COUNT,DUCTILE IRON,4 IN, RJ LONG SLEEVE — 61 5010 FITTING BY COUNT,DUCTILE IRON,6 IN, RJ LONG SLEEVE 62 5010 FITTING BY COUNT, DUCTILE IRON,8 IN, RJ LONG SLEEVE 63 5010 FITTING BY COUNT,DUCTILE IRON, 12 IN, RJ LONG SLEEVE — 64 5010 FITTING BY COUNT, DUCTILE IRON, 16 IN, RJ LONG SLEEVE 65 5010 FITTING BY COUNT,DUCTILE IRON,20 IN, RJ LONG SLEEVE 66 5010 WATER SERVICE STUB,COPPER, 1 IN 67 5010 WATER SERVICE STUB,COPPER, 1 1/2 IN 68 5020 VALVE, GATE, DIP,4 IN — 69 5020 VALVE,GATE, DIP,6 IN 70 5020 VALVE, GATE, DIP,8 IN 71 5020 VALVE,GATE, DIP, 12 IN 72 5020 FIRE HYDRANT 73 5020 FIRE HYDRANT ASSEMBLY REMOVAL 74 6010 MANHOLE,SW-402 75 6010 MANHOLE,SW-403 76 6010 MANHOLE,SPECIAL 1 — 77 6010 MANHOLE,SPECIAL 2 78 6010 INTAKE, MODIFIED SW-501 — 79 6010 INTAKE,MODIFIED SW-508 80 6010 INTAKE, MODIFIED SW-510 81 6010 INTAKE,SW-507 — 82 6010 INTAKE,SW-508 MBE/WBE PARTICIPATION M-2 of 8 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa ITEM NO. SPEC SECTION ITEM 83 6010 INTAKE,SW-509 84 6010 INTAKE,SW-510 85 6010 INTAKE,SW-511 —� 86 2435 INTAKE,SW-545 87 6010 MANHOLE OR INTAKE ADJUSTMENT,MINOR 88 6010 CONNECTION TO EXISTING MANHOLE OR INTAKE 89 6010 REMOVALS, MANHOLE OR INTAKE 92 2304 TEMPORARY PAVEMENT 93 2304 TRANSITION PAVEMENT 94 7010 CURB AND GUTTER,SLOPED,VAR., 10 IN. 95 7010 CURB AND GUTTER,STANDARD,VAR., 10 IN. 96 7010 CONCRETE MEDIAN 98 7030 REMOVAL OF SIDEWALK,SHARED USE PATH,OR DRIVEWAY 99 7030 SHARED USE PATHS, PCC,6 IN. 100 7030 PCC SIDEWALK, PCC,4 IN. 101 7030 PCC SIDEWALK, PCC,6 IN. 104 7030 DETECTABLE WARNINGS,CAST IRON 105 7030 DRIVEWAYS, PCC,6 IN. 106 7040 FULL DEPTH PATCHES, HMA — 107 7040 REMOVAL OF PAVEMENT 108 7040 CURB AND GUTTER REMOVAL 109 7040 SAWCUT FOR REMOVALS 146 9040 TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY 147 9040 MAINTENANCE OF TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY —' 148 9040 OPEN-THROAT CURB INTAKE SEDIMENT FILTER 149 9040 MAINTENANCE OF OPEN-THROAT CURB INTAKE SEDIMENT FILTER 150 9040 GRATE INTAKE SEDIMENT FILTER BAG 151 9040 MAINTENANCE OF GRATE INTAKE SEDIMENT FILTER BAG MBE/WBE GOALS FOR THIS PROJECT IMPORTANT: Prime Contract Bidders should be aware that ten percent (10%) MBE goal and a two percent (2%)WBE goal is attached to this project. "Certified Return Receipt" letters are no longer needed with the bid showing proof of contacting MBE or WBE Subcontractors, but the Pre-Bid Contact Information Form must be filled out completely. — City of Waterloo Contract Compliance Officer: Contract Compliance Officer Community Development Board Carnegie Annex, Suite 202 620 Mulberry Street Waterloo, IA 50703 Phone: (319)291-4429 MBE/WBE PARTICIPATION M-3 of 8 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa SUBCONTRACTOR'S BID REQUEST FORM PRIME BIDDER'S LETTERHEAD Contract No.: Letting Date: I, (subcontractor's name), hereby attest that I have been solicited for a bid on (project name) in the area of(description of work and bid item no.). (Prime contractor) has informed me that if I am interested in bidding, a subcontracting bid proposal must be submitted to the company office by (date) and (time). Subcontractor's Company Name _ Date Subcontractor's Signature -- Date Prime Bidder's Signature MBE/WBE PARTICIPATION M-4 of 8 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa LETTER TO BE USED WHEN SOLICITING FOR SUBCONTRACTOR QUOTES Subcontractor Company Name _ Address RE: Contract No.: Dear • (Prime Contractor's Company Name) is presently soliciting for the following work in connection with the above referenced project. (Insert bid Item Nos. and Description of Work) (Prime Contractor's Company Name) is an Equal Opportunity Employer, and all qualified bidders will not be discriminated against due to race, religion, color, sex, or origin. If interested in bidding your proposal must be turned in to this office by and -- (Date) (Time) Sincerely, (Prime Contractor's Representative) Form CCO-3 (11/28/2001) MBE/WBE PARTICIPATION M-5 of 8 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa LETTER OF INTENT TO BID -- (MBE/WBE LETTER) According to the Current MBE/WBE Contract Compliance Program - 2002, all MBE/WBE Contractors interested in submitting subcontractor quotes on construction projects with goals, MUST submit a LETTER OF INTENT TO BID to the City of Waterloo Contract Compliance Officer at least seven (7) days prior to bid opening. The LETTER OF INTENT TO BID must list the specific items which the MBE/WBE Contractor is interested in bidding. Letter should include the following: Name of Project: Your Company Name: Address: Phone: Date: _ List of Specific items to be bid: Item No. Description: Item No. Description: Item No. Description: Item No. Description: Item No. Description: (Subcontractor's Company Name and authorized signature) Return this LETTER OF INTENT TO BID to: Contract Compliance Officer Community Development Board 620 Mulberry St. Carnegie Annex, Suite 202 Waterloo, IA 50703 Phone: (319) 291-4429 Form CCO-5 (06-20-2002) MBE/WBE PARTICIPATION M-6 of 8 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa a) a s Ea co >, s- Cl) a - m -- -C O ° a) m e a) O U vi a) 00 oa) 2a) f .� a) m Uo C a) a) W �o co ,_ 0 c 0O L Y o 0 w d O a) > � a _a a E UL � 45 ma) -I in as c E W LU cL a .-0. om U -- 'U C c co O o m co E co CT 0 N o ` a3 E E ) 0 U a) cc a a Q m a) co Cl) n a a 0 �. 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Oo_ .2) a) � oo .7) 8 OW Ceti Z m 0- c6 c U) = c COA U) a) E 7) • o_ m us W o 0 o w , J2 U cam U � m c • am, o ooi oF- m m o � = � N _ow � a Fa- a) oo ' oo ;1.1. wQ- z � cn CO ca — in 0 H I" L 0) -a •�' m 2 a) N J O N a) - O0 9 U CO ifi d L OI Q M O m ns c U c T ac L Q O J O V L - C ++ O Sir — ft cod ` OL a) W . N ai Z0 m Q OOo a >O, aci m c _c = 9 et o Z co co N o coN C 0 O O•72 Zr) W Z ccZ p N . r, Hw O- -p Qa) a). a MM2, �_ �<N2 co o ._ 0 coN , : CC 2 W m Ce L 0 N c 'cr +-' O z K N�� c rn L H e a) c - O a u+ 1�ii > �O ZO L > c UO N coN N UUOEO c J U D 6) 0 C O O 0 = J O o > `- a) U CO u.s� d Z co 0 V) < O >- o '' - c -o 2 a CERTIFIED MBE / WBE CONTRACTORS CITY OF WATERLOO, IOWA 40F, IL, mg ohm orloo CONTRACT 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://www.cityofwaterlooiowa.com/contractcompliance Contact: Rudy Jones, Community Development Director Email: rudv.iones(a,waterloo-ia.org Phone: (319) 291-4429 Fax: (319) 291-4431 MBE/WBE Certified Contractors List Page 1 of 4 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 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) 961-1659 Contact: Sammy Daniels Specializing in: ALL TYPES OF CONCRETE FLATWORK, POURED WALLS ALL TYPES, FOOTINGS, LIGHT DEMOLITION D.C. CORPORATION 426 Beech Street Waterloo, IA 50703 Phone: (319)493-2542 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 L MBE/WBE Certified Contractors List Page 2 of 4 L GREER'S WORKS 2003 Plainview Street Waterloo, IA 50703 Phone: (319) 233-4701 Contact: Willie Greer Specializing in: DRIVEWAYS, SIDEWALKS', CARPENTRY, ROOFING, GENERAL CONSTRUCTION OLD GREER'S WORKS 2309 Springview Street Waterloo, IA 50707 Phone: (319)233-2150 Contact: David L. Greer, Sr. Specializing in: ROOFING& GENERAL CONSTRUCTION QUICK CONSTRUCTION 217 Bates Street Waterloo, IA 50703 Phone: (319)215-4166 Contact: Leroy Harrington Specializing in: ALL TYPES OF CONCRETE FLATWORK AND GENERAL CONSTRUCTION D & D CONSTRUCTION 1124 West Donald Street Waterloo, IA 50703 Phone: (319) 961-4208 Contact: Darrell E. Caldwell, Sr. Specializing in: ROOFING AND GENERAL CONSTRUCTION E. CASTRO ROOFING 702 Riehl Street Waterloo, IA 50701 Phone: (319) 215-5683 Contact: Emillio Castro Specializing in: ROOFING, SIDING, GENERAL CONSTRUCTION MBE/WBE Certified Contractors List Page 3 of 4 CF PTIFIED WBE CONTRACTORS ATLAS PAINTING, INC.* 911 Sycamore Street P.O. BOX 65 -- Waterloo, IA 50704 Phone: (319) 232-9164 Specializing in: COMMERCIAL AND INDUSTRIAL PAINTING WATCO CONSTRUCTION, INC.* 2920 Texas Street Waterloo,IA 50702 Phone: (319) 233-7481 Certified: City of Waterloo WBE Contact: Patricia J.Kimball Specializing in:STORM SEWER, INLETS, DRAIN TILE, WATER MAIN, SANITARY SEWER, INTAKE STRUCTURES PETERMAN & HAES CARPET ONE* 4003 University Waterloo, IA 50701 Phone: (319)233-6131 Fax: (319) 233-6133 Certified: City of Waterloo WBE �.. Email: JR11486(c_,cfu.net Contact: Carol Reese Specializing in: ., FLOOR COVERING * DENOTES WOMEN BUSINESS ENTERPRISE L L MBE/WBE Certified Contractors List Page 4 of 4 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. 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: 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? 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. STATEMENT OF BIDDER'S QUALIFICATIONS SBQ-1 OF 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa Dated at , this day of , 201_ (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 , 201_ Notary Public My commission expires , STATEMENT OF BIDDER'S QUALIFICATIONS SBQ-2 OF 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 FY 2018 UNIVERSITY AVENUE RECONSTRUCTION — PHASE 1, Contract No. 933, 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 January 19, 2018. They have the general title of FY 2018 UNIVERSITY AVENUE RECONSTRUCTION — — PHASE 1, Contract No. 933. The drawings are numbered and separately entitled as follows: SHEET# PLAN SHEET DESCRIPTION — A Sheet Title Sheets B Sheets Typical Cross Sections and Details C Sheets Quantities and General Information D Sheets Mainline Plan and Profile Sheets -- E Sheets Side Road Plan and Profile Sheets EC Sheets Erosion Control Sheets G Sheets Survey Sheets H Sheets Right-of-Way Sheets I Sheets Landscaping Sheets J Sheets Traffic Control and Staging Sheets K Sheets Interchange Sheets L Sheets Geometric, Staking and Jointing M Sheets Storm Sewer Sheets M100 Sheets Water Main Sheets N Sheets Traffic Signal Sheets N100 Sheets Pavement Markings and Signage Sheets P Sheets Lighting Sheets R Sheets Removals Sheets S Sheets Sidewalk Sheets T Sheets Earthwork Quantities Sheets U Sheets 500 Series, Mod. Stds. and Details Sheets W Sheets Mainline Cross Sections Sheets X Sheets Side Road Cross Section Sheets Y Sheets Ramp Cross Sections Sheets The standard specifications of the City of Waterloo are to be used along with the special provisions 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 Engineer. Rubble, rubbish, trees, brush, and other unsuitable backfill material, as designated by the City Engineer, 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. GENERAL SPECIAL PROVISIONS GSP-1 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 Engineer, 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 Engineer as nonsalvageable shall be hauled and disposed of by the Contractor at no cost to the City. All other materials shall be transported to locations as directed by the Engineer. 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. OVERHAUL Overhaul will not be paid for "surplus material" obtained from any of the items of construction under this — contract. The cost of overhaul will be considered as incidental to the items to which it applies. 7. MAILBOXES —' The Contractor shall notify the United States Postal Department of mailboxes, which interfere with any part of the work before removing them, and the Contractor will relocate them as required by the Postmaster. 8. 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. 9. 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 Engineer a detailed estimate giving a complete breakdown of the lump sum contract prices. The submitted breakdown shall be approved by the City Engineer prior to any payment of any lump sum price item. 10. 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. 11. CONSTRUCTION SCHEDULING The City Engineer shall approve Contractor's work schedule prior to starting. All revisions shall also be approved. The City Engineer 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. GENERAL SPECIAL PROVISIONS GSP-2 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa — 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. Stages 1-4 shall be completed on or before November 16, 2018 and final completion on or before May 31, 2019. The completion date will be administered based on 120 working days for Stages 1-4 and 30 working days for Stage 5. Winter Work as -- defined by IDOT Standard Specifications will be allowed but working days will not be charged for Stage 5. 12. PRE-CONSTRUCTION CONFERENCE Before any work is started, the Contractor shall arrange with the City Engineer to hold a pre-construction conference to discuss problems and schedules of contracts. 13. 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. 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. 15. 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 Part VI of the "Manual on Uniform Traffic Control Devices" and shall provide, keep and maintain such barricades, signs, etc., as may be required or as may be ordered by the Engineer, to ensure the safety of the public as well as those engaged on the work. All barricading plans shall be reviewed by the Engineer. The Contractor shall determine, provide and obtain approval from the City Engineer 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 Engineer'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 Part VI of the "Manual on Uniform Traffic Control Devices." 16. GRADES, LINES, LEVELS AND SURVEYS All necessary grades, lines, levels and surveys shall be maintained by the Contractor. The Contractor shall verify all grades, lines, levels and dimensions as sown on the drawings, and he shall report any errors or inconsistencies in the same to the City Engineer before commencing work. 17. 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. GENERAL SPECIAL PROVISIONS GSP-3 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 18. CONSTRUCTION EQUIPMENT FOR PORTLAND CEMENT CONCRETE PAVEMENT Section IX "Construction Equipment' of the "Specifications for Concrete Paving, Widening, and Curb and Gutter" of the Standard Specifications for Municipal Public Works Construction, City of Waterloo, Iowa, shall be amended as follows: Iowa Department of Transportation standard specification Section 2301.07 Construction Equipment For -- Portland Cement Concrete Pavement shall apply with the following exception to Section 2301.07.A.7.b Finishing Machine: The first sentence shall read as "A finishing machine will be required on all uniform width slabs ten (10) feet or more in width upon which a continuous line of forms more than one hundred _ fifty(150) feet in length may be set, except for intersections or otherwise approved by the Engineer." 19. WORKING ON SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS The Contractor shall notify the Engineer 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 Engineer in accordance with the Waterloo Standard Specifications. The Contractor shall not work the following days in 2018 and 2019 due to City holidays: May 28, July 4, September 3, November 22-23, and December 24-25, 2018; and January 1 and May 27, 2019. GENERAL SPECIAL PROVISIONS GSP-4 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa SPECIAL PROVISIONS — CONCRETE AND ASPHALT PAVEMENTS; DRIVEWAYS AND SIDEWALKS 1. PAVEMENT MATERIAL — A. PORTLAND CEMENT CONCRETE SUDAS Division 7, Section 7010 shall apply with the following revisions: 1) City of Waterloo "Standard Specifications for Municipal Public Works Construction" General Specifications for Construction shall be used in lieu of "General Provisions &Covenants" Division I. 2) 1.08.A.3: Linseed Oil application will be measured by SY and paid by separate bid items. — 3) Section 7040 - 1.08.H.3 & 1.3: Sawing for pavement removal will be measured and paid by linear foot. Re-sawing, required due to negligence of the contractor, shall not be paid by the City. All PC concrete removed from this project shall be disposed of at approved — recycle or rubble disposal sites. All of the asphalt removed from this project is to be the property of the contractor. When existing paving brick, railroad ties and rails are encountered, these shall also be removed and disposed of as a part of the Pavement Removal bid item. Before leaving the project for the day, the Contractor shall shape the subgrade to drain. 4) 2.01.L.2: Flexible foam expansion joint material, one-half (1/2) inch thick and meeting the requirements of Iowa DOT Specification Section 4136, may be used as joint material provided that the material is placed in such a manner that the expansion joint material in the finished joint is smooth (i.e. not wavy). 5) 3.01.C.1 b: Short distance for hand methods is considered as 200 feet or less. 6) 3.02.F: Use of paving machine required on all sections 200 feet or more. 7) 3.02.H.5: Surface treatment shall be burlap bag treatment only. 8) 3.02.K: All joints shall be sealed as per Standard Road Plan PV-101, Details A, B & C. 9) 3.03.B: Hand finish methods may be used for curb and gutter sections 200' or less. 10) Linseed Oil Surface Treatment of PCC Paving and Curb and Gutter This item shall consist of the curing of concrete and protecting the entire finished concrete surface of the pavement and curbs from the de-icing agents used during cold weather by applying a linseed oil solution. The linseed oil solution application is required only on paving placed after August 31. SPECIAL PROVISIONS SP-1 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa A curing compound/linseed oil combination product shall be used. Material shall conform to W.R. MEADOWS LIN-SEALTM WHITE Curing and Anti-Spalling Compound or engineer approved equivalent. Linseed oil treatment shall be paid at the unit price per square yard. B. HOT MIX ASPHALT: SUDAS Division 7, Section 7020 shall apply with the following revisions: 1) City of Waterloo "Standard Specifications for Municipal Public Works Construction" General Specifications for Construction shall be used in lieu of "General Provisions & Covenants" Division I. 2) Specific References to Base Widening do not apply to Full Depth Construction on this project. 3) 1.05.B: Allowable percentage of RAP in the mix will be as shown in IDOT I.M. 510, Appendix C. If the contractor wishes to use RAP in the production of HMA, the contractor will provide to the City documentation showing that the RAP is either Unclassified or Classified. Documentation will meet the requirements of IDOT section 2303, IM 505 and IM 510. The City will not do gradation or extraction tests on the RAP to -- determine the amount of asphalt binder present in the RAP. The contractor can have the samples sent to an independent lab or send the samples to the IDOT for extraction and gradation tests. Contractor tests results on the RAP to determine Classified status will not be accepted. The contractor and the City will work together to take samples. All test results will be provided to the City. If documentation can't be provided, the RAP will be treated as unclassified. RAP to be used in the production of HMA will be included in the JMF. The contractor will take the RAP into account during the mix design as described in IDOT Section 2303 and IM 505. If the contractor wishes to use RAP in the HMA mixture, the contractor will provide documentation for the status of the RAP to be used. 4) 1.05.C: Any HMA removed shall be property of the Contractor. 5) 1.08.J: Sawing for pavement removal will be measured and paid by linear foot. Resawing, due to negligence of contractor, shall not be paid by the City. All of the asphalt removed from this project is to be the property of the Contractor. When existing paving brick is encountered, they shall be taken to the City's storage yard off of Falls Avenue (south of Falls Avenue, east of Black Hawk Creek, north of University Avenue). The bricks shall be removed in such a way as to minimize damage (no milling) and kept reasonably free of soil or other materials. If railroad ties and rails are encountered, these shall also be removed and disposed of as a part of the Concrete Pavement Removal item. SPECIAL PROVISIONS SP-2 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa Before leaving the project for the day, the Contractor shall shape the subgrade to drain. 6) 2.02: Use of warm mix asphalt (WMA) is not allowed. 7) 2.03.B: No recycled asphalt shingles (RAS)will be allowed. 8) 3.01.C: Tack coat will be required per lift in this section. 9) 3.06.A: The City may conduct the tests, hire an independent testing laboratory, or use the Contractor's test results. Density for all streets will be a minimum of 94%. 10) 3.06.A.2: The City will not prepare the mix designs. The Contractor will have mix designs approved by the IDOT or independent lab. Any HMA produced prior to submittal of JMF's and material certifications will not be paid for. 11) 3.06.A.3.b.1: Binder will be accepted based on suppliers shipment certification. 12) 3.06.A.3.b.6: No split samples for agency correlation are required. 13) 3.06.B.4: Will be modified as follows: For base, intermediate and surface lifts, any mix on any street per stage per day, over 700 feet in length or over 2400 SY in area will require QMA. For base intermediate and surface lifts over 100 ton per street per stage per day will require a hot box sample and gradation, unless otherwise waived by the Engineer. 14) 3.02.D. Maximum compacted thickness of any lift will be three (3) inches. 15) 3.02.D.6 Multiple lifts of asphalt will not be allowed on the same street on the same day until existing HMA has reached an ambient temperature with its surroundings prior to the placement of the next layer of HMA. The Engineer may waive this requirement. 16) Separate payment for asphalt binder will not be made. 17) PWL will not be used to determine pay adjustments. 2. DETECTABLE WARNING SURFACES AND SIDEWALK CONSTRUCTION Detectable warnings shall be placed at all new or reconstructed sidewalk accessibility ramps and placed in accordance with the design plans for that particular style of ramp. All detectable warning surfaces placed shall consist of truncated domes aligned in a square grid pattern, manufactured in accordance with the current ADA detectable warning regulations, and be installed per the manufacturer's specifications. Detectable warning surfaces shall extend for the full width of the sidewalk ramp, but not including the flare at the curb. The detectable warning surfaces shall be cast iron. Approved Vendors: Cast Iron • MetaDome, LLC— MetaCast • EJ Group, Inc. — Detectable Warning Plates • Neenah Foundry Company SPECIAL PROVISIONS SP-3 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa Details are included in the plans indicating the estimated limits of sidewalk removal and replacement to meet ADA requirements. All excavation required construct/reconstruct sidewalk ramps and adjacent sidewalk is considered incidental to applicable items. Sidewalk curb sections will be required along sidewalks where the grade between the sidewalk and property line is impractical to grade. The contractor will build the sidewalk and the curb section together, pinning the curb on after the sidewalk is completed will not be allowed. The contractor will install curb on top of the sidewalk, along the length of sidewalk shown in the plans or as directed in the field by the engineer. The sidewalk will taper from nothing to a maximum of eight inches high. Anything over this height will require a separate retaining wall to be built and paid under a different bid item. Payment per linear foot will be full compensation for all labor, materials and equipment required to construct the curb section on the sidewalk. EARTHWORK, SUBGRADE AND SUBBASE 4. EXCAVATION (STREETS) "- Work under this item shall consist of removal and disposal of existing subgrade to accommodate the proposed paving section, and Modified Subbase. It also includes additional excavation, commonly referred to as Subgrade Repair, which is determined to be necessary based on field conditions and at the direction of the Engineer, and grading of the parking between the curb and sidewalk (where noted). This project includes estimated excavation quantities for the placement of four(4), six (6) or twelve (12) inches of modified subbase as listed in the plans. However, due to the probable variability of the subgrade the City reserves the right to increase or decrease the total thickness of the rock base layer and the corresponding quantity of "Excavation" based on field conditions. A decision will be made in the field by the Engineer regarding total excavation required. Excavation, which is required up to three (3) feet behind the curb, and grading of the parking (if required), is included in the estimated quantities (C.Y.) in the street quantity breakdown in the plans. Additional volume has been included for intersection returns. Plan quantity will be used for pay quantity unless adjusted from the estimated quantity due to field conditions and the decision of the Engineer. The Contractor's equipment used shall include an appropriately sized track dozer for excavation and grading operations. 7. GEOTEXTILES A geotextile is being considered for possible use in situations requiring subgrade repair. The extent of its use is unknown. An evaluation of subgrade conditions and estimated costs will determine when it is to be used. There were no known locations for use of a geotextile fabric at the time of design, but shall be used as directed in the field by the Engineer. Geotextile used shall be Geotextile Systems by Propex Geotex® 350 ST, TenCate Mirafi® HP370, or approved equal. Payment shall be made on a square-yard basis. Area considered for payment shall be based on the area of subgrade covered, at the direction of the Engineer, and shall not include double _ payment for overlapped areas. SPECIAL PROVISIONS SP-4 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 8. MODIFIED SUBBASE Unless adjusted in the field by the Engineer, the thickness of modified subbase shall be placed as shown on the typical cross section with a tolerance of zero feet less than specified thickness and 0.05 feet greater. Modified subbase shall be placed in uniform lifts of not more than 8 inches in thickness. A clean aggregate interface shall be maintained between the subbase material and the porous backfill of all longitudinal or transverse subdrains. Equipment used shall conform with IDOT Article 2001.05, Paragraphs B, C, D, or F except rollers shall have a minimum compaction effort of 300 pounds per inch (5.25 kg/mm) width. The Modified subbase material shall conform to Section 2115 of the IDOT Standard Specifications (Gradation No. 14 of Section 4109). Crushed concrete or composite pavement shall be allowed and the crushing operation will be considered incidental to the bid item. Modified subbase material shall be paid for per square yard of material placed. If the Contractor places additional width from that specified in the typical section or additional material than that approved by the Engineer in the field, it shall be at the contractor's expense. All modified subbase shall be compacted with a minimum of six roller passes. While using the modified subbase as a work platform, the Contractor shall keep modified subbase material at the specified minimum thickness and cross section. 9. TOPSOIL PLACEMENT Eight (8) inches of topsoil shall be placed at locations disturbed by excavation or grading operations as directed in the field by the Engineer. The Contractor may use existing topsoil to restore the disturbed areas if it is of an acceptable quality. Additional topsoil that is required to complete the work, but is not available on the job, shall be furnished by the Contractor. The topsoil shall be free of deleterious materials such as rocks, bricks, stones, roots, or other debris. The topsoil shall be compacted, shaped and raked to provide a suitable seed bed as directed by the Engineer. All topsoil material must be approved by the Engineer prior to its placement. Measurement of topsoil areas shall be actual area disturbed due to construction of the FY 2018 University Avenue Reconstruction - Phase 1, City Contract No. 933 project. Payment will be made on a cubic yard basis. SEWERS AND STRUCTURES 10. REMOVAL OF EXISTING STORM SEWER, LESS THAN 36" DIAMETER There are some locations where existing mainline storm sewer is to be removed. This item does not include inlet runs. Payment will be made at the unit price per lineal foot and includes, but is not limited to, removal, disposal and capping of pipe, if necessary. 11. REMOVAL OF EXISTING STORM SEWER, GREATER THAN 36" DIAMETER There are some locations where existing mainline storm sewer is to be removed. This item does not include inlet runs. Payment will be made at the unit price per lineal foot and includes, but is not limited to, removal, disposal and capping of pipe, if necessary. 12. REMOVE EXISTING STRUCTURE Work under this item shall consist of the removal and disposal of existing structures at locations shown on the plans and/or as directed in the field by the Engineer. This item will also include backfilling the hole left by the removed structure (when applicable). Backfill material shall be incidental and shall be approved by the Engineer. SPECIAL PROVISIONS SP-5 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 13. REMOVALS, MANHOLE OR INTAKE Work under this item shall consist of the removal and disposal of existing manholes, inlets, inlet runs, etc., at locations shown on the plans and/or as directed in the field by the Engineer. This item will also include backfilling the hole left by the removed structure (when applicable). Backfill material shall be incidental and shall be approved by the Engineer. Compaction shall be according to the requirement of"MECHANICALLY COMPACTED BACKFILL." Old castings that are not to be reused shall be delivered to the City Waste Management Yard. The Contractor shall be responsible for protecting existing castings from theft or damage whether to be reused in this project or to be delivered to the City Waste Management Yard. If theft or damage of castings should occur, the castings shall be replaced at Contractor expense. 14. PLUGGING ABANDONED PIPES/UTILITIES If existing abandoned pipes or utilities are found during excavation, capping of these pipes or utilities shall be considered incidental to applicable items, unless otherwise approved by the Engineer. 15. STORM SEWER INLETS AND MANHOLES — Unit bid prices for inlets and manholes shall include excavation, furnishing all labor and materials, backfilling and all other work necessary to complete the structure as detailed on the plans or in the specifications. The Contractor shall be responsible for replacement and for the cost of any casting, which is damaged due to his operations or handling. Each rodent guard shall be a complete assembly as shown on the detail. Modified guards are not acceptable. The subdrain outlet/rodent guards shall be paid on a per each basis. Contractor shall also construct a P.C.C. — boxout/special shaping at each inlet, which are considered incidental to the inlet bid price. Inlets may be backfilled four days after being poured with C-4 mix and after two (2) days with M-4 mix. The forms may be removed after 12 hours. — Boxouts shall be left 1/2" ± 1/4" lower than adjacent paving. Except for the porous backfill at the lower 12", the backfill placed shall be Granular Subbase. If the contractor constructs inlets prior to street closure and pavement removal, the location of the inlet(s) shall be located in the field by construction staking based on the information in the project plans. 16. MANHOLE ADJUSTMENT, MINOR This bid item involves removing and replacing concrete boxouts, castings, chimney seals, and _ adjustment rings. The Contractor shall remove the existing boxout and casting from the structure, remove the concrete from the casting, reset the casting to the proper elevation according to the standard detail included in the plans. Any damages to the casting or structure caused by the Contractor's operations will be the Contractor's responsibility. The Contractor shall be responsible for protecting existing castings from theft or damage whether to be reused in this project or to be delivered to the City Waste Management Yard. If theft or damage of castings should occur, the castings shall be replaced at Contractor expense. 17. EXCAVATION CLASS 13 Excavation, Class 13, is an estimated quantity on this project. Excavation, Class 13, will be paid by the cubic yard for the actual measured volume of rubble or debris found. — SPECIAL PROVISIONS SP-6 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa SUBDRAINAGE 18. SUBDRAINS SUDAS Division 4, Section 4040 applies with following revisions: City of Waterloo "Standard Specifications for Municipal Public Works Construction" General Specifications for Construction shall be used in lieu of "General Provisions & Covenants" Division I. A. Use 6" Type S Subdrain. 19. SUBDRAIN OUTLETS AND CONNECTIONS This work shall include the tapping of new drain tile pipe into existing manholes, inlets or pipe, existing subdrain, including the concrete collar and fillet modification as necessary and directed in the field by the Engineer. If an existing service tap is found, connection to this tap will be considered incidental to the subdrain bid item. A subdrain outlet shall be constructed. All payments for above said work shall be made under Bid Items for "SUBDRAIN OUTLETS AND CONNECTIONS". CONSTRUCTION SEQUENCING AND STAGING — 21. ACCESS TO PROPERTIES The intent of construction staging is to maintain access to businesses, schools, churches, apartments, etc. Other staging proposals submitted by the Contractor will be considered as long as adequate access is maintained. Those streets with staging indicated on the plans shall be constructed so that not more than one stage is closed at a time (unless otherwise noted). The stage closed for construction shall be completed prior to the subsequent stage being closed. The staging for this project shall be as shown in the J-Sheets. PAYMENT, LIQUIDATED DAMAGES AND PENALTIES 22. TRAFFIC CONTROL The Engineer, 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. SPECIAL PROVISIONS SP-7 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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) 23. 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 $1,000.00 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. 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 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 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 Engineer 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. MISCELLANEOUS 24. CONCRETE CLEAN-UP AND WASHOUT Runoff from concrete cleanup is a caustic pollutant that can harm wildlife and vegetation. DO NOT clean tools, equipment, and concrete trucks into or allow wastes to enter into the streets, ditches, storm drains or waterways. In Waterloo, failure to follow proper concrete clean-up procedures is a violation of the City's Code of Ordinances and is considered a municipal infraction, punishable by fines. The current City of Waterloo schedule of fines is: —' 1st offense $200 fine and court costs 2nd offense $500 fine and court costs — 3rd and subsequent offense $750 fine and court costs All concrete wastes shall be deposited into pre-approved waste receptacles. Waste receptacles may be installed on select City properties to provide a central location and minimize costs. The — locations selected to host the waste receptacles shall be approved by the City Engineer prior to installation. Upon completion of construction, the location of the waste receptacles shall be returned to pre-construction condition. — Earthen pits are not an acceptable waste receptacle. SPECIAL PROVISIONS SP-8 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 25. HAUL ROUTES Haul routes to and from the project site shall be submitted for review by the Engineer. 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. 26. WATER ON GRADE After paving has been removed on a street, and during the course of the project, the prime contractor shall be responsible to pump out any water that has accumulated on the grade at intersections or other low spots. This shall be completed within twenty-four (24) hours of the source (rain, main break, etc.) of water being terminated. This work shall be considered incidental to applicable items. 27. WIDENING OF EXISTING DRIVEWAYS The Contractor will be paid for replacing existing driveways at their existing widths. If any property owner desires to widen a driveway, it shall first be approved by the Engineer. The property owner shall be responsible to make arrangements privately with his own contractor for payment of driveway widening approved by the Engineer. The City will not pay for the widening of any driveway, except at specific locations shown on the plans or as directed by the Engineer. 28. QUANTITY ADJUSTMENTS The following Bid Items are exempted from consideration under the provisions of Section B. "Scope of Work," Paragraph 7 of the "General Specifications for Construction" concerning the variance of the "As-Built" quantity of the listed item by more than twenty (20%) percent from the estimated quantity specified in the contract: ITEM NO. SPEC ITEM SECTION 1 2010 CLEARING AND GRUBBING 4 2010 EXCAVATION, CLASS 10, ROADWAY AND BORROW 5 2010 EXCAVATION, CLASS 10, UNSUITABLE OR UNSTABLE MATERIAL 6 2010 EXCAVATION, CLASS 10, WASTE 7 2010 EXCAVATION, CLASS 13 9 2010 SUBGRADE TREATMENT, GEOTEXTILE 12 3010 REPLACEMENT OF UNSUITABLE BACKFILL MATERIAL 92 2304 TEMPORARY PAVEMENT 93 2304 TRANSITION PAVEMENT 97 7010 LINSEED OIL SURFACE TREATMENT OF PCC PAVING AND CURB AND GUTTER 106 7040 FULL DEPTH PATCHES, HMA 109 7040 SAWCUT FOR REMOVALS 118 2528 FLAGGER 134 2524 TEMPORARY BUSINESS ACCESS SIGNS 135 2528 TEMPORARY BARRIER RAIL, CONCRETE 136 2528 TEMPORARY FLOODLIGHTING LUMINAIRE 137 2528 TEMPORARY LANE SEPARATION SYSTEM SPECIAL PROVISIONS SP-9 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa ITEM NO. SPEC ITEM SECTION 138 2528 PORTABLE DYNAMIC MESSAGE SIGN 139 9010 TEMPORARY SEEDING 141 9010 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING 142 9040 SILT FENCE OR SILT FENCE DITCH CHECK INSTALLATION _ 143 9040 REMOVAL OF SILT FENCE OR SILT FENCE DITCH CHECK 144 9040 TURF REINFORCEMENT MATS, TYPE II _ 145 2601 MOWING 146 9040 TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY 147 9040 MAINTENANCE OF TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY 148 9040 OPEN-THROAT CURB INTAKE SEDIMENT FILTER 149 9040 MAINTENANCE OF OPEN-THROAT CURB INTAKE SEDIMENT FILTER 150 9040 GRATE INTAKE SEDIMENT FILTER BAG _ 151 9040 MAINTENANCE OF GRATE INTAKE SEDIMENT FILTER BAG 161 9010 WATERING 29. PERCENT OF CONTRACT TO BE PERFORMED BY PRIME CONTRACTOR The Prime Contractor shall be required to perform at least 30 percent of the total contract amount of this project. Purchasing of materials for subcontractors will not be an acceptable method for the prime contractor to meet the 30 percent requirement. 30. INFORMATIONAL SIGNS RELATING TO CONSTRUCTION Portable Dynamic Message Signs Contractor shall use a Portable Dynamic Message Sign (PDMS) to inform the public a minimum of five (5) days prior to a major change in traffic patterns on University Avenue. Advanced information signs shall be placed at the east and west limits of FY 2018 University Avenue -' Reconstruction - Phase 1, City Contract No. 933 project. Locations of PDMS will be determined by the Engineer in the field. 31. VOLUNTARY PARTNERING The City of Waterloo intends to encourage the formation of a partnership with the contractor and its principal subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve mutually beneficial goals. The objectives are effective and efficient contract performance and completion within budget, on schedule, and in accordance with plans and specifications. -- This partnership will be multi-lateral in makeup, and participation will be totally voluntary. Any cost associated with effectuating this partnering will be agreed to by all parties and will be shared equally by the participating parties. SPECIAL PROVISIONS SP-10 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa The establishment of a partnership charter on this project will not change the legal relationship of the parties to the contract nor relieve the parties from any of the terms of the contract. 32. PAVEMENT MARKING This work involves placing temporary and permanent pavement markings and symbols in accordance with IDOT Section 2527. All permanent paint used on this project shall be waterborne paint and shall have reflectorizing spheres meeting Section 4184 of the IDOT Standard Specifications. The Contractor shall clean the pavement prior to placement of the pavement markings and symbols. The Contractor shall work with the City to determine exact placement of all markings and symbols in the field. Payment for temporary and permanent pavement markings shall be on a station basis. Payment shall be full compensation for all equipment, labor, materials and cleaning of the pavement needed to place all symbols in this project. See plan sheet for a tabulation of the pavement markings. 33. MODULAR BLOCK RETAINING WALL This work involves constructing the modular block retaining wall per SUDAS 9070. Retaining wall shall be 8" COMPAC Hewn Stone modular block manufactured by Keystone. Color shall be Sandstone. Structural design and installation details shall be in accordance with the block manufacturer's specifications. Item includes subdrain, backfill, stabilization material, cap block, pins and all other materials to install in accordance with block manufacturer's specification. If necessary to meet the manufacturers' requirements, the Contractor shall provide the structural design and details signed and sealed by a Structural Engineer licensed in the State of Iowa. The cap shall be glued on to permanently adhere to the top of the wall. 34. HYDRO-SEEDING (HYDRAULIC SEEDING) Use standard urban mix; including grade preparation, in areas directed by the Engineer. Contractor shall be paid per acres of completed area. SUDAS Standard Specifications, Division 9 — Site work and Landscaping, Section 9010 — seeding shall apply. 35. STORM WATER POLLUTION PREVENTION PLAN Storm water pollution prevention has become an important issue on construction projects. Therefore, the City is requiring that the storm sewer system on this project be protected in order to -- reduce and minimize the impact of sediment-laden runoff flowing into the storm sewer system. Detail sheets are included in the plans with representation of various structures and the proposed protection to be provided. A tabulation is also included in the plans indicating the estimated number of structures (existing and new)to be protected. Structures that are unlikely to receive storm water during the construction process are not included in the tabulation. Protection will be placed at those locations directed by the Engineer or his representative. SPECIAL PROVISIONS SP-11 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa Payment for protecting the structures will be made on a per each basis and includes all labor and materials needed to do so during the course of the project. After construction, protection at the inlets shall be left in place until vegetation has been re-established, or the City authorizes removal of the protection. No separate payment will be made for protection of open ends of storm sewer pipe, but this will be considered incidental to applicable items. The materials shall be removed in such a manner as to present further contamination of the storm sewer system and subsequent impairment of downstream receiving waters of the sewer. 36. INTAKE, SW—545 This work shall be in accordance with Section 2435 of the IDOT Standard Specifications. Payment — for this bid item shall be on per each basis per IDOT Specifications. 37. TEMPORARY PAVEMENT AND TRANSITION PAVEMENT — This work shall be in accordance with Section 2304 of the IDOT Standard Specifications. Payment for this bid item shall be on per square yard basis per IDOT Specifications. — 38. ELECTRICAL CIRCUITS This work shall be in accordance with Section 2523 of the IDOT Standard Specifications. Payment for this bid item shall be per lineal foot basis per IDOT Specifications. 39. CONTROL CABINET This work shall be in accordance with Section 2523 of the IDOT Standard Specifications. Payment for this bid item shall be on per each basis per IDOT Specifications. 40. FLAGGER This work shall be in accordance with Section 2528 of the IDOT Standard Specifications. Payment — for this bid item shall be on per each basis per IDOT Specifications. 41. REMOVAL OF CONCRETE FOOTINGS OF LIGHT POLES This work shall be in accordance with Section 2401 of the IDOT Standard Specifications. Payment for this bid item shall be on per each basis per IDOT Specifications. 42. REMOVAL OF STEEL BEAM GUARDRAIL; STEEL BEAM GUARDRAIL; STEEL BEAM GUARDRAIL END ANCHOR, W-BEAM; STEEL BEAM GUARDRAIL TANGENT END TERMINAL, BA-205 This work for these bid items shall be in accordance with Section 2505 of the IDOT Standard Specifications. Payment for REMOVAL OF STEEL BEAM GUARDRAIL and STEEL BEAM GUARDRAIL bid items shall be per lineal foot basis per IDOT Specifications. Payment for STEEL — BEAM GUARDRAIL END ANCHOR, W-BEAM and STEEL BEAM GUARDRAIL TANGENT END TERMINAL, BA-205 bid items shall be on per each basis per IDOT Specifications. 43. SAFETY CLOSURE This work shall be in accordance with Section 2518 of the IDOT Standard Specifications. Payment for this bid item shall be on per each basis per IDOT Specifications. — SPECIAL PROVISIONS SP-12 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 44. REMOVE AND REINSTALL SIGN AS PER PLAN; REMOVAL OF TYPE A SIGN ASSEMBLY; PERFORATED SQUARE STEEL TUBE POSTS; PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK-AWAY SOIL; TYPE A SIGNS, SHEET ALUMINUM: TEMPORARY BUSINESS ACCESS SIGNS This work shall be in accordance with Section 2524 of the IDOT Standard Specifications. Payment for REMOVE AND REINSTALL SIGN AS PER PLAN, REMOVAL OF TYPE A SIGN ASSEMBLY; PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK-AWAY SOIL, and TEMPORARY BUSINESS ACCESS SIGNS bid items shall be on per each basis per IDOT Specifications. Payment for PERFORATED SQUARE STEEL TUBE POSTS bid item shall be per lineal foot basis per IDOT Specifications. Payment for TYPE A SIGNS, SHEET ALUMINUM bid item shall be per square foot basis per IDOT Specifications. 45. TEMPORARY BARRIER RAIL, CONCRETE; TEMPORARY FLOODLIGHTING LUMINAIRE; TEMPORARY LANE SEPARATION SYSTEM; PORTABLE DYNAMIC MESSAGE SIGN This work shall be in accordance with Section 2528 of the IDOT Standard Specifications. Payment for TEMPORARY FLOODLIGHTING LUMINAIRE bid item shall be on per each basis per IDOT Specifications. Payment for TEMPORARY BARRIER RAIL, CONCRETE and TEMPORARY LANE SEPARATION SYSTEM bid item shall be per lineal foot basis per IDOT Specifications. Payment for PORTABLE DYNAMIC MESSAGE SIGN bid item shall be per calendar day basis per IDOT Specifications. 46. MOWING This work shall be in accordance with Section 2601 of the IDOT Standard Specifications. Payment for this bid item shall be on per acre basis per IDOT Specifications. 47. LIGHT POLES This work shall be in accordance with Section 2523 of the IDOT Standard Specific ations. Payment for this bid item shall be on per each basis per IDOT Specifications. SPECIAL PROVISIONS SP-13 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo, Iowa SECTION 100 TRAFFIC SIGNALIZATION SPECIFICATIONS TABLE OF CONTENTS A. GENERAL 1 B. MATERIALS AND CONSTRUCTION 2 1. Solid State ATC (NEMA)Actuated Traffic Signal Controller 2 2. Controller Cabinet 4 3. Auxiliary Splice Cabinet 7 4. Loop Detector Amplifiers 7 5. Traffic Signal Battery Backup System (BBS) 7 _ 6. Vehicular Signal Heads 8 7. Pedestrian Signal Heads 9 8. Backplates 9 9. Foundations 9 10. Traffic Signal Pedestal Poles 11 11. Galvanized Steel Traffic Signal Supports and Light Poles 11 12. Galvanized Powder Top Coat 12 13. Electrical 13 14. Bonding and Grounding 14 15. Cables and Wires 15 16. Handholes 15 17. Conduit 16 18. Fiber Optics Cable 18 19. Mounting Hardware 20 20. Accessible Pedestrian Signals 21 21. Signal Service Meter Bypass Socket 22 22. Power Disconnect 22 23. Emergency Vehicle Pre-Emption (EVP) System 22 24. Traffic Monitoring Camera 23 25. Wireless Communications 23 26. Inductive Detector Loops 23 27. Luminaires 25 28. Reflectorized Street Name Signs 26 C. SALVAGED MATERIALS 27 D. TRAFFIC CONTROL 27 E. METHOD OF MEASUREMENT AND BASIS OF PAYMENT 28 TRAFFIC SIGNALIZATION i FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 Waterloo,Iowa CITY OF WATERLOO TRAFFIC SIGNALIZATION SPECIFICATIONS A. GENERAL 1. Scope: These Specifications cover the work described in the contract documents. It covers furnishing all labor, equipment and materials, and performing all required operations to complete the work as per contract documents and to provide a completely operational and working signal system. Unless otherwise modified by these Signalization Specifications, and Special Provisions if any, all work including equipment, material and installation, shall be in accordance with the appropriate Iowa DOT standard and supplemental specifications. Where reference is made to the codes, standard specifications, supplemental specifications, the safety orders, the general orders, the standards, laws, and ordinances, it shall mean the version of the reference that is in effect on the bid advertising date. — 2. Definitions: 1. Terms used in this document shall have the meanings defined below: • Specifications means this document titled, "CITY OF WATERLOO TRAFFIC SIGNALIZATION SPECIFICATIONS • Iowa DOT means the Iowa Department of Transportation. • City means City of Waterloo, Iowa, or its representatives. • WTOD means City of Waterloo Traffic Operations Department. • Punch List means a list of items that need to be corrected by the Contractor on the project before the final acceptance can be made. • Response Time means the elapsed time from when the Contractor is given a notice to take certain actions to the time the Contractor actually starts the action. • Contractor means the Contractor and/or Contractors representatives and sub- contractors. • LED means light emitting diode. • IP means Internet Protocol. • APS means Accessible Pedestrian Signals. • Contract Documents means the collection of all the documents prepared for and used in the course of advertising and awarding the contract such as Plans, Specifications, Special Provisions, Form of Contract, Form of Bid, and all other forms and documents. 3. Related Specifications and Standards: The Contractor shall comply with all of the standards listed below unless otherwise modified by contract documents or Special Provisions: • ANSI (American National Standards Institute) Standards. • ASTM (American Society for Testing Materials) Standards. • EIA(Electronics Industries Associations) Standards • Iowa DOT Standard Specifications for Highway and Bridge Construction, and All Current Supplemental Specifications, in Particular Sections 2402, 2403, 2404, and 2405. 2408, 2423, 4187, and Division 26. • IMSA(International Municipal Signal Association) Standards. • ITE (Institute of Transportation Engineers) Standards. • MUTCD - Iowa Manual on Uniform Traffic Control Devices. • National Electrical Code. TRAFFIC SIGNALIZATION 100-1 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa • National Electrical Safety Code. • NEMA(National Electrical Manufacturers Association) Standards. • Specifications of the Underwriters Laboratories, Inc. • TIA(Telecommunications Industries Association) Standards. — • TIA/EIA(Telecommunications Industry Association/Electronic Industries Alliance) 568 • NTCIP (The National Transportation Communications for Intelligent Transportation System) Protocol. — • All pertinent local, state and federal laws and regulations covering installation, material, design, construction, and operation. The Contractor shall notify WTOD in writing of any discrepancy or ambiguity as to the intent or _ meaning of the contract documents or Signalization Specification before starting to work on that area. WTOD will supply the Contractor in writing with the intent. The decision of WTOD shall be final and conclusive. B. MATERIALS AND CONSTRUCTION The contract work shall comply with the applicable requirements of the Iowa DOT's Standard —` Specifications for Highway and Bridge Construction and current supplements, in particular the following parts: Section 2423: Highway Lighting — Section 2525: Traffic Signalization Section 4189: Traffic Signal Equipment Division 26: Roadside Development(2601 to 2612) — Materials shall be of new stock unless the plans provide for the relocation or the use of materials furnished by others. New materials shall be the products of approved suppliers and manufacturers, — approved by the Engineer. Miscellaneous electrical equipment and materials shall be UL approved. 1. Solid State ATC (NEMA)Actuated Traffic Signal Controller FOR INFORMATION ONLY. City will supply controller to contractor for installation. — Contractor to supply cabinet, all associated cabinet equipment and footing. The controller shall be fully compatible with Waterloo's Intellight traffic adaptive system — MaxAdapt and shall function in traffic adaptive mode. Unless otherwise specified elsewhere in the contract documents controller shall meet the requirements below. All electronic components, workmanship, and functionality of the traffic signal controller shall conform to the applicable standards for TS-2 Type 1 traffic signal controllers mandated by the National Electrical Manufacturers Association's (NEMA) current edition NEMA Standards Publication TS2-2003 v02.06 for Traffic Controller Assemblies with National Transportation — Communications for ITS Protocol (NTCIP) Requirements. Controller engine board and operating system shall support open architecture and be compliant with current ITE, AASHTO, and NEMA Standard Publication for Advanced Transportation Controllers (ATC) — 5201. All major components shall meet the environmental, design, and operating standards outlined in NEMA Standards Publication TS2-2003 v02.06, Section 2. — Direct human interface shall be through menus or graphics user interface. Engine Board and CPU shall be compliant with the ATC 5201 Standard and shall meet the following minimum specifications: TRAFFIC SIGNALIZATION 100-2 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa Processor: 32-bit; 750 MIPs at 400 MHz; Memory: 1 MB SRAM; 64 MB SDRAM; 64 MB DRAM On-board 5-Pin USB Motherboard Connector No batteries or moving parts such as fans or memory storage devices with rotating parts on the controller unit Display a 16 line x 40 character LCD All keypads to be mounted on the controller front panel and are to be weather resistant and backlit Readily be installed and operate in TS-2 Type 1 traffic signal control cabinets. Each local controller shall have a USB slot for copying controller data for either backup or for transferring to another controller. The Traffic Signal Controller shall use a Linux operating system (O/S) with kernel version 3.14 or later and shall include standard POSIX libraries for application support including real- time extensions of POSIX 1003.1 b. To facilitate application level access to the ATC hardware, a Board Support Package (BSP) shall be provided by the controller manufacturer for access to hardware-specific drivers. The operating system shall include enabled support for cgroups (control groups) for the purpose of limiting, accounting for, and isolating resource usage (CPU, Memory, etc.) of all running processes to ensure the reliability and stability of the traffic signal control application. The Linux operating system shall include an application programming interface in compliance -- with the ITE, AASHTO, and NEMA Application Programming Interface (API) Standard for the ATC v2.0. In addition to the front panel screen, the traffic signal controller shall have an on-board web server which hosts a graphical user interface for monitoring and configuring the intersection control software. The web server interface shall provide access from any internet enabled device with a web browser. No additional or proprietary software shall be needed to use the graphical user interface. In addition to standard operations specified in the NEMA TS-2 for NTCIP v02.06 Standard, the intersection control software shall have a logic processor where the user can develop advanced logic statements and operations to be used as custom solutions or for feature development. In addition to standard Boolean logic, the user shall be able to specify conditions using all input and output functions including but not limited to phase indications and intervals, detector calls, preempt status, interval/service times, and greater than/less than relationships. For example, the processor shall provide a way for the user to program the following condition in the controller front panel: "Call preempt 5 if phase 2 is green for more than 25 seconds. Also send a message to the downstream controller to start preempt 2 in 15 seconds if the coordinator is currently in transition." One copy of a Microsoft Windows®based traffic signal controller emulation software package shall be supplied. This program would allow the user to program a traffic signal controller on a Windows based computer, and shall be compatible with the latest version of the Windows operating system. The program supplied shall be the same version as the firmware version supplied with the controller. This program would allow the user to program a complete traffic TRAFFIC SIGNALIZATION 100-3 FY 2018 University Avenue Reconstructon-Phase 1 —� AECOM#60528991 Waterloo,Iowa signal controller and can be saved on a USB memory drive for transfer to a controller. This program shall be updated and supplied to the City at the same time as the Linux firmware for the controller and shall be supplied no charge for any updates. The Contractor shall provide all NTCIP Management Information Base (MIBs) files associated with the controller software including manufacturer specific and extended objects. There shall be no limitations on the re-distribution and re-use of the MIBs associated with the controller software. — The vendor's current software development tool kit including tool-chain and other necessary Linux Libraries for the ATC engine board shall be publicly available for the lifetime of the product. Once standard ATC API Software has been developed per the ATC API 2.06a — specification and released by the ITE, AASHTO, and NEMA Joint Committee on ATCs, the new industry standard API and toolkit should be provided on all engine boards provided with no extra cost. The controller shall be compatible with City's existing MaxView Advanced — Traffic management System including full communications and monitoring capabilities. 2. Controller Cabinet: The controller cabinet shall be a fully operational and functional NEMA TS2 Type 1 cabinet that is fiber optics ready and NTCIP ready and shall meet or exceed all the requirements of the Specifications. The controller cabinet shall include everything for TS2 operations, such as bus interface units (BIU), power supplies, MMU, necessary 2-channel detector cards, and all other necessary components. Cabinet shall come with mounted 110 V power strip with at least four outlets and mounted 100/10 hardened managed Ethernet switch with at least 7 outlets. All external communications to the cabinet's components shall be through the Ethernet switch. Controller cabinet design may be affected by battery backup system. — All conduit openings in the controller cabinet shall be sealed with a sealing compound. This compound shall be a readily workable soft plastic, except those provided for drains. It shall — be workable at temperatures as low as 30 degrees F, and shall not melt or run at temperatures as high as 300 degrees Fahrenheit. Controller cabinets shall be dust proof, weatherproof and made from high-grade aluminum to furnish housing for the control equipment and terminal facilities. Anchor bolts shall be included. A gasket panel police door shall be provided with police lock, two keys, flash switch and signal shutdown switch. A 15 AMP GFCI duplex receptacle and lamp base with on-off toggle switch shall be provided. Outlet and lamp shall be fused ahead of the cabinet circuit breaker. The detector rack(s) shall be capable of 8-phase operation plus four pre-emption channels. The 12-bay load switch shall be provided and loaded appropriately. Maintenance Switches. Inside the cabinet shall include properly rated and of good quality Stop Time Control, Timer Power, Flash, and Detector Test Switches. The stop time control switch will be a three-position switch labeled MANUAL-OFF-NORMAL. The center off position will allow the controller to cycle normally during flash. The flash switch shall let the controller continue to operate within the cabinet for field evaluation of the controller. The lowest field connection shall be at least three (3) inches from the bottom of the cabinet. — The anchor bolts shall be secured with nuts which will not have more than three full threads exposed or interfere with field connections. The field terminals shall attach to the controller cabinet with color coded Y, R, G and B electrical spring wire connectors. Connectors shall be designed flexible and durable with an outer insulator providing a compact, fully insulated — connection without cutting or abrading wires. The four spring connectors shall have a TRAFFIC SIGNALIZATION 100-4 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa 3. Auxiliary Splice Cabinet--NOT INCLUDED IN THIS PROJECT If the plans call for auxiliary fiber optic splice cabinet it shall be large enough to store and protect fiber optic connections and splices and provide strain relief where needed. It shall come with a pad lock and be installed above the existing signal control cabinets. It shall come fully equipped with all the parts such as panels, connector panels, splice trays, mounting brackets, etc.for installation of a fully functional fiber optic connection. 4. Loop Detector Amplifiers All loop detector amplifiers shall be two (2)-channel card rack-mounted. The card rack will -- include an appropriate power supply. Acceptable amplifiers can be any of IDC, Sarasota, EDI, or Reno brands. The detector card rack shall also accommodate video detection cards when necessary. Detectors shall have the capability of operating in "pulse" or"presence" mode, "delay" timing on each channel, adjustable in one (1) second increments or less, and "extension" timing on each channel, adjustable in 0.5-second increments or less. 5. Traffic Signal Battery Backup System(BBS): BBS shall only be required at intersection of Ansborough Avenue and University Avenue. The BBS shall come complete with all the necessary components for a fully functional and operational system and shall include all necessary components such as inverter-charge, batteries, manual bypass, etc. The BBS shall provide uninterrupted power supply in case of mainline power outages or power supply inadequacies. Battery backup system shall be either housed inside a separate cabinet attached to the -- controller cabinet or inside a hybrid controller cabinet designed to house batteries. All cabinets shall meet the requirements of traffic control cabinets mentioned in the Specifications. Batteries shall be installed in position to be readily accessible for maintenance. All components shall conform to required NEMA, NEC, and UL standards. A chassis ground point shall be provided. One yellow LED indicator light visible on the outside of the control cabinet shall be installed. This LED light shall light up when the BBS is activated and is powering the intersection. System shall operate with full control run time for at least one (1) hour. In addition, the system shall provide at least four (4) hours of additional flashing operation. When active, BBS unit shall provide power to the signal system without any deficiency in signal performance and signal indication. There shall be enough power appropriate for the number of signals heads and phasing operation of the intersection. The BBS unit will be delivered with maintenance manuals and schematic diagrams. BBS shall come with a bypass and isolation switch. There shall be adequate cabinet ventilation with bug screens, cleanable filters and an exhaust fan. Batteries shall be maintenance-free. Batteries shall be furnished and installed with appropriate fuses. Batteries shall be lightweight for personnel safety and protection plus ease of installation and maintenance. BBS operation shall not cause excessive heat to negatively affect signal operation. TRAFFIC SIGNALIZATION 100-7 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa Battery charging system shall not allow for overcharging and overheating of the batteries. BBS shall have full warranty for two (2)years. 6. Vehicular Signal Heads Signal head doors should open so the light assembly can be changed without removing the door or loosening the head. Signal indications shall be 12 inches in diameter and sectional in construction requiring one section for each light indication. All traffic signal light sources shall be LED. LED and LED assemblies shall meet all pertinent NEMA, IEEE, and ITE standards. Signal head lenses can be made of glass or ultraviolet (UV) stabilized synthetic materials. _- Non-polycarbonate synthetic lenses shall meet the ITE color standards and 3 1/2-foot drop test. Lenses shall be capable of withstanding ultraviolet exposure from direct sunlight for a minimum period of 36 months without exhibiting evidence of deterioration. Lenses may be tinted or may use transparent film or materials with similar characteristics -' to enhance "ON/OFF"contrasts. If a polymeric lens is used, a surface coating or chemical surface treatment shall be used to provide front surface abrasion resistance. The housing for the individual sections shall be made of UV stabilized polycarbonate or a die-cast aluminum. The top and bottom of each section shall have an integral locking ring with separations to permit rotation of the signal head in 5 degree or smaller increments. Openings in the top and bottom of the signal shall accommodate standard 1 1/2-inch bracket arms. All joints between sections shall be waterproof. Locknuts or other means approved by the engineer shall hold the section firmly together. Each section shall be complete with a one (1) piece, hinged door with watertight gaskets and two (2) stainless steel locking devices. The hinged pins shall be designed so that the doors may be easily removed and reinstalled without use of special tools. One section of a three or more section assembly shall be equipped with terminal block for termination of field wiring. The lamp socket shall be equipped with color-coded wire, red, yellow, or green, depending upon the lens color of the section. The socket wires shall be a minimum of 26 inches long, composed of wire with insulation designated to withstand 105 degrees C. The wiring leads shall be terminated with spade lugs for ease of connection to terminal block. The socket shall be equipped with a gasket to insure a dust-tight fit. A coupling washer assembly comprised of two (2) washers, three (3) cadmium-plated bolts, nuts and lock washers shall lock the individual sections together. The hole in the coupling washer assembly shall be large enough to accommodate three 3/4-inch cables. Certification: The City shall be furnished with a certification from the manufacturer of the signal head that the equipment furnished under the contract documents complies with all provisions of these Specifications. If there are any items which do not comply with the contract documents, a list of those exceptions must be detailed on the certification. All screws, latching bolts and hinge pins shall be according to manufacturers' recommendations. One section of the three section signal shall be equipped with a six- TRAFFIC SIGNALIZATION 100-8 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa position terminal block for termination of field wiring. Each five-indication signal shall be equipped with an eight-position terminal block. All surfaces of metal signal housing doors and visor shall be oven baked, black, enamel, except the doors and visors shall be flat black. During the course of construction and until the new signals are placed in operation, signal faces shall be covered or turned away from approaching traffic. When ready for operation, they shall be securely fastened in position facing toward approaching traffic. All traffic signal displays shall be installed as indicated on the plans and aligned and leveled per MUTCD on all axes. All optically programmable signal heads shall be properly programmed to limit their field of view as directed by the Engineer. Three-section overhead displays located on mast arms should have the red indication above the mast arm and five-section displays shall have two sections above the mast arm Visors: Each lens shall have an aluminum or UV stabilized polycarbonate cut-off tunnel visor not less than 8 inches in length and designed to shield each lens. Visors shall have a minimum thickness of 0.05 inch and be painted flat black. 7. Pedestrian Signal Heads: All pedestrian signal heads shall include all the necessary fittings and adjustable cable tie type brackets and shall use LED. The pedestrian signal shall be 16 inches, with a universal don't walk "HAND" symbol indication and a universal walk"MAN" symbol indication in one section head, and countdown timers. Other properties shall be the same as defined for vehicular traffic signal heads defined earlier. 8. Backplates: Backplates shall be UV stabilized polycarbonate or aluminum and louvered. Backplates shall be 5-inch border in size and shall be at least 0.05 inch thick. A 1-inch radius shall be provided on all corners. Each backplate shall be furnished with all the necessary mounting hardware for attachment according to manufacturers' instructions. The size of each backplate shall be suitable for mounting on three-section and five- r section, 12-inch signal heads, including space for plumbizers, when called for. All mounting hardware shall be rustproof and corrosion resistant. 9. Foundations A screw-in metal foundation can be used in lieu of a concrete base for pedestal installations. If used, it shall conform to manufacturer's specification for use as traffic signal pedestal pole as per plans. The concrete bases shall conform to the dimensions shown on the plans. The bottom of all foundations shall rest securely on firm undisturbed ground. Forms shall be used for the above ground portion of all foundations. Whenever the excavation for a foundation is irregular in shape, forms shall be used to provide the proper dimensions of the foundations below grade. The material for the forms shall be of sufficient thickness to prevent warping or other deflections from the specified pattern. The forms shall be leveled and a means shall be provided for holding them rigidly in place while the concrete is being deposited. TRAFFIC SIGNALIZATION 100-9 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa The Contractor shall be responsible for the proper elevation, offset and level of each _ foundation. Where the foundation cannot be constructed as shown on the plans because of an obstruction, the Contractor shall relocate the foundation or use other effective methods of supporting the pole after securing the Engineer's approval. Anchor bolts and reinforcement shall be held rigidly in-place before the concrete is poured. Anchor bolts shall be held in-place by means of a template constructed to space the anchor bolts uniformly in accordance with the pattern shown on the plans, and not to protrude excessively after installation of equipment. Two conduit inlets shall be installed as a minimum per foundation. Inlets not used shall be capped below grade. A ground rod shall be placed external to each foundation. All ground rods shall be a minimum of 5/8-inch in diameter, 8-foot long copper clad and shall be external to the concrete foundation, driven 4 inches below ground surface. Anchor bolts, conduits and reinforcement shall be held rigidly in place before the concrete is poured. The center of the template and the center of the concrete base shall coincide unless otherwise directed by the Engineer. High-frequency vibrator shall consolidate concrete — after it is placed in the form. The top of the base shall be rounded with an edger having a radius of 1/2 inch. The exposed surface of the base shall have a rubbed surface finish. Should the Contractor find that it is necessary to alter or reconfigure any portion of the installation or there would be a conflict with the design versus the site grade, ditches, utilities, etc., or the elevation appears to be too high or too low, the City shall be notified in writing of the portions that are in conflict. Immediate response will be given by the City or — its representative to avoid delays. After the foundation or base has been poured, no modification of any sort shall be made. If any part of the foundation or base is installed in an incorrect manner, as determined by the Engineer, the entire foundation or base shall be removed and the Contractor shall install a new foundation or base at no extra cost to the City. Prior to installing the structures, the anchor bolts shall be covered in such a manner as to protect them against damage and to protect the public from possible injury. The foundation must be given seven days to cure before the structures are erected. — New bases shall be constructed and finished to the dimensions shown on the plans. Concrete shall be as specified in paragraph 2403.03 of the Iowa DOT Standard — Specifications for Class C, Mix No. C-4, air-entrained P.C. concrete, and shall be placed in accordance with Section 2403 of the Iowa DOT Standard Specifications. Reinforcement shall be in accordance with Iowa DOT Specification Section 2404 of the Standard Specifications. The top of the signal base shall be at a minimum of 2 inches and a maximum of 3 inches above the finished grade. Whenever excavation is made across parkways, driveways or sodded areas, the sod, topsoil, crushed stone or gravel shall be replaced or restored as nearly as possible to its original grade and the grade involved shall be left in a neat and presentable condition. Concrete sidewalks, pavements, base courses and bituminous surfaces shall be replaced with new materials. TRAFFIC SIGNALIZATION 100-10 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa The backfill shall be mechanically compacted in 6-inch layers to a density equal to that of the surrounding material. 10. Traffic Signal Pedestal Poles All traffic signal pedestals shall be Sch 80 galvanized steel or Sch 80 spun aluminum and shall be in conformance with Iowa DOT Specification 2525 of the Standard Specifications. The length of the pedestal, from the bottom of the base to the top of the shaft, shall be 10 feet, unless otherwise specified on the plans. For galvanized poles, the pedestal shaft shall be fabricated of tubing with a wall thickness of at least 1/8 inch. It shall have a satin brush or spun finish. The top of the shaft shall have an outer diameter to receive a pole- top mounting bracket of a traffic signal or a pedestal-mounted traffic signal controller. All hardware shall be of hot dipped galvanized steel in accordance with the latest revision of ASTM A123. The pedestal base shall be cast-aluminum, breakaway, with a handhole. The size of the handhole shall be at least 4 inches by 6 inches and equipped with a cover, which can be securely fastened to the shaft with the use of simple tools. The surface of the base shall be prepared for painting in accordance with the manufacturer's recommendations and coated to match the pedestals. Bases shall have a minimum weight of 20 pounds, and shall have a 4-bolt pattern uniformly spaced on a 13 3/4-inch diameter bolt circle. Anchor Bolts. Galvanized, hot rolled steel anchor bolts, sizes as determined by the pole manufacturer, shall be supplied, complete with all the hardware required for installation. The anchor bolts shall have a right angle bend at the bottom end and threaded at the top end. 11. Galvanized Steel Traffic Signal Supports and Light Poles The signal mast arms, support poles and light poles shall be continuous steel poles of the anchor base type as shown on the plans. The pole shall be fabricated from low carbon (maximum carbon 0.30 percent) steel of U.S. Standard Gauge and shall be manufactured from steel sheet with one continuous welded vertical seam. After manufactured, they shall have minimum yield strength of 48,000 psi. The base shall be of heavy cast or rolled steel attached to the lower end of the shaft by a continuous weld on both the inside and outside of the shaft. The diameter of the bolt circle shall be as specified by the manufacturer. It is permissible to fabricate poles and mast arms by welding two sections together by vendor only. Welding and fabrication shall conform to the Structural Welding Code AWS, as modified by AASHTO Standard Specifications for Welding of Structural Steel Highway Bridges and the current Iowa DOT Supplemental Specifications for Structural Steel. The pole shall be designed to support the traffic signals, lights and/or signs with the clearance as shown on the plans. Where called for on the plans, the poles shall be designed to assume high-rise design luminaire arms for streetlights. The luminaire riser may be manufactured and designed a separate add-on piece. The pole shall be equipped with an approximately minimum 2-foot by 1-foot 10-inch transformer base or as specified on the plans. Securing of the cover of the shaft shall be possible with the use of simple tools. TRAFFIC SIGNALIZATION 100-11 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa The mast arms and poles shall be equipped with all necessary hardware, shims, and anchor bolts to provide a complete installation without additional parts. In addition to what is shown on the plans, all signal poles and mast arms shall be designed to carry a 5-section traffic signal head and a 24 inch by 36 inch sign at the end -- of each mast arm. All hardware shall be of hot dipped galvanized steel in accordance with the latest revision of ASTM A123. All mast arms and support poles shall be galvanized steel and shall be in conformance with Iowa DOT Specification 2525 of the Standard Specifications. All luminaire extensions shall provide for 40-foot mounting height and 12-foot overhang, unless otherwise specified on the plans. All signal supports shall contain the anchor bolts. The anchor bolts shall be constructed _ from A36 steel with minimum yield strength of 50,000 psi. The anchor bolts shall be hot dipped galvanized for a minimum of 12 inches on the threaded end and shall be threaded a minimum of 6 inches at one end and have a 4-inch long, 90-degree bend at the other end. Certification: The fabricator shall certify that the mast arms are capable of withstanding winds of at least 100 mph without failure; that only certified welding operators in accordance with AWS D1.1-75 or latest revisions were used; and that only electrodes as modified by the current version of AASHTO Standard Specifications for Welding of Structural Steel for Highway Bridges were used. Pole Erection: All poles are to be erected vertically with the mast arm at a right angle to the centerline of the street, unless otherwise specified, and securely bolted to the cast-in- place concrete foundations at the locations indicated on the plans. Leveling shall be accomplished by the use of nuts on each anchor bolt. One nut shall be placed on each anchor bolt and the pole placed in position on these nuts. The top nuts shall then be placed loosely and the pole adjusted to the vertical position by adjusting both the upper and lower nuts and final tightening of top nut to expose a maximum of three full threads. All threaded pedestal poles shall be drilled and tapped and a 1/4 inch diameter X 3/ inch long galvanized or stainless steel bolt shall be installed through the base and the pole to prevent turning of the pole. The Location of All Signal Standards: The locations of all signal standards shown on the plans are subject to adjustment depending on the actual locations of existing underground utilities and overhead utilities. Actual locations of standards will be selected at the time of construction upon location of existing utilities. 12. Galvanized-Powder Top Coat All light poles, light pole mast arms, light pole bases, signal poles, pedestal poles, push button posts and signal pole mast arms shall be completed using a galvanized-powder top coat finishing system, in accordance with the following: MATERIALS: Surface Preparations. Prior to being incorporated into an assembled product, steel plates 3/4 inch or more in thickness shall be blast cleaned to remove rolled-in mill scale, impurities TRAFFIC SIGNALIZATION 100-12 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa and non-metallic foreign materials. After assembly, all weld flux shall be mechanically removed. The iron or steel product shall be prepared for zinc coating in accordance with ASTM 232. Zinc Coating. The product shall be hot-dip galvanized to the requirements of ASTM A123 (fabricated products). The entire product shall be totally immersed, with no part of it protruding out of the zinc (no double dipping). This is to limit a risk of trapped contaminates containing chlorides and reduce the risk of bare spots. Maximum aluminum content of the bath shall be 0.01 %. Flux ash shall be skimmed from the bath surface prior to immersion and extraction of the product to assure a debris-free zinc coating. Exterior Coating. All galvanized exterior surfaces shall be coated with a Urethane or Triglycidyl Isocyanurate (TGIC) Polyester Powder to a minimum film thickness of 2.0 mils. Prior to application, the surfaces to be powder coated shall be mechanically etched by brush blasting (Ref. Society for Protective Coatings [SSPC] SP-7) and the zinc-coated substrate preheated to 450°F for a minimum of 1 hour in a gas-fired convection oven by heating the zinc-coated substrate to a minimum of 350°F and a maximum of 400°F. The thermosetting powder resin shall provide both intercoat as well as substrate fusion adhesion that meets 5A or 5B classifications of ASTM D3359. Color shall be a semi-gloss black elected from the manufacturer's standard color table, and shall be readily matchable for future repair. CONSTRUCTION: Packaging. Prior to shipment, all items shall be protected to prevent damage during shipment and handling at project site. Field Repair Procedures. Where factory applied coatings have become damaged or abraded due to handling, transport, installation, welding or other circumstances, they shall be repaired in accordance with manufacturer's recommendations. All damaged areas shall be thoroughly wire brushed. All dirt, oil, grease or other contaminants shall be removed in accordance with SSPC-SP1 and SP5. Touch-up paint shall be supplied by the galvanizer or steel fabricator and shall be identical in color and composition to that used in the plant. Touch-up paint shall be applied to all prepared surfaces to a dry film thickness of at least 4.0 mils. 13. Electrical Weather proof connectors shall be used. All termination shall offer a secure connection and be secure to the cable conductors. It shall not pull off of the cable when gently tugged. The connection shall not rely on tape to secure it to the cable jacket to prevent it from coming apart. The correct tools shall be used to crimp the terminal connections. Using the wrong size of crimping die which produces a weak, non-uniform crimp which produces a short term ._ installation is not acceptable. Service Installation. (Traffic Signal and Lighting): The Contractor shall supply and install a 2-inch SCH 80 PVC conduit to the source of power either to the transformer or up the power pole with a weather head connector as required by the power company supplied by the Contractor. The size of the service conductors shall be 3/c No. 3 AWG stranded conductor. The Contractor will be responsible for coordination of this work with the power company and for payment of connection fees, if any. The address of the source of power will be provided at the time of construction. TRAFFIC SIGNALIZATION 100-13 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa Pole: There shall be one (1) conductor for each optical unit or set of optical units operating identically through the same cycle and one (1) conductor for common return. Each overhead red, yellow, green signal head shall be wired with a separate cable from a splice in the pole base according to the conductor combination specified on the plans. An electrical splice in each wire servicing traffic signal heads on a pole shall be made in the handhole compartment of that pole. All wiring, except loop and magnetic detector wire, shall be one continuous length of cable from the splice in the handhole compartment _ of the signal pole to the terminal compartment in the controller cabinet. Splices for detectors will be permitted between the detector wire and the detector lead-in cable only at the first handhole provided adjacent to the detector and will be done by City personnel. All splices in the handhole compartment of a signal pole shall be made using gel filled twist wire connectors. Signal cable splices shall be made using gel-filled wire nuts. Cable connections in signal heads and controller cabinets shall be made at the terminal blocks with a mechanical attachment device attached to each wire end by terminal connectors specified elsewhere in this Special Provision. Slack for each cable shall be provided by a 4-foot length in each handhole and a 2-foot -- length in each signal and controller base (measured from the handhole compartment to the end of the cable). In those handholes where detector splices are made, a 4-foot length of cable slack shall be provided in both the loop wire and the shielded lead-in cable. -- Cables shall be pulled through conduit by means of a cable grip designed to provide a firm hold upon the exterior covering of the cable or cables, with a minimum of dragging on the ground or pavement. This shall be accomplished by means of reels mounted on jacks or rollers and other suitable devices. A suitable wire lubricant shall be used to reduce friction and strain on wires or cables. Service cable runs shall be continuous from the power line located on the service pole to the meter located on the controller cabinet or from the meter located on the service pole to the terminal compartment in the controller, whichever is applicable. The service riser shall -- be topped by standard weather head or otherwise replaced with "U" Guard. Clearances to the overhead utilities shall be specified by the serving utility. The power company will furnish the electrical meter. The Contractor shall supply the service cabinet. All work shall be in accordance with Iowa DOT Specification 2525 of the Standard Specifications and the MUTCD. A uniform systematic color code shall be used. All wiring shall comply with the National Electrical Code and City Ordinance, and shall be subject to the inspection of WTOD. All wire shall be plainly marked on the outside of the sheath with the manufacturer's name and identification of the type of the cable. 14. Bonding and Grounding Metal conduit, service equipment, anchor bolts, metal poles, pedestals, controller cabinets, and all other electrical equipment shall be made mechanically and electrically secure to from a continuous system, and shall be effectively grounded. The grounding conductor shall be a No. 6 AWG stranded green copper wire. TRAFFIC SIGNALIZATION 100-14 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa Grounding bar shall be accomplished by bonding the grounding circuits to copper clad metal, driven electrodes. All electrodes shall be as a minimum, 5/8 inches in diameter and 8-foot long copper clad. The electrodes shall be driven vertically until the top of the rod is a minimum of 4 inches below grade. Bonding to the ground rod shall be made by means of suitable screw type positive ground rod clamps. Grounding to waterlines will not be permitted. Bonding of standards and pedestals shall be by means of a bonding strap attached to an anchor bolt or to 1 3/16-inch, or longer, brass or bronze bolt installed in the pole base. The service meter and socket shall be bonded to a ground electrode by use of a ground clamp and a No. 6 AWG copper wire and shall be by means of cadmium plated grounding bushing and bonding jumpers. Where there is a change at a pull box or manhole for non- metallic conduit to metallic conduit, the grounding wire in the non-metallic conduit shall be bonded to the metallic conduit. Existing ungrounded metal poles shall be grounded by means of a driven ground rod. 15. Cables and Wires The number of conductors and size of all traffic signal cable shall be as specified on the plans. All wire shall be plainly marked on the outside of the sheath with the manufacturer's name and identification of the type of the cable. Service Conductors: Power cable shall be a 600-volt, stranded, insulated, single conductor, No. 3 AWG (black and white) unless otherwise stated in the plans. Ground wire shall be No. 6 AWG green stranded copper wire. Signal Pole Base to Signal Pole Base: This shall be composed of either 5-conductor No. 16 AWG or 12-conductor No. 16 AWG cable IMSA Spec 20-1 Signal Cable — PE insulations, PE Jacket or otherwise specified on project plans. The color code should be NEMA K-1 method 1 with 600 volts rating. The signal cable conductors shall pedestal mounted) and mast arms to signal heads shall be No. 16 AWG cable (the number of conductors shall be specified on plans) and composed of stranded wire. Luminaire Conductors: Conductors shall consist of type THWN, 600 volt, and single conductor copper stranded wires, which run continuously between poles. Conductors shall meet the requirements of section 4185.12 of the Iowa DOT Standards Specifications and shall be of the size and number shown on the plans. Detector Lead-In Cable: Detector lead-in cable shall be No. 16 AWG, meeting the requirements of IMSA Specification 50-2 or latest revision thereof. Tracer Wire: Tracer wire shall be a #10 AWG wire single conductor, stranded copper, Type THWN, with UL approval and orange jacket. Provide in conduit runs that contain fiber optic cable. Tracer wire shall be electrically continuous. Splices are permitted in hand-holes and pull-boxes provided the connection of 2 or more wires is made using a gel-filled wire connector. An additional 10' long "tail" shall be bonded to the tracer to be used for locating purposes. 16. Handholes Unless otherwise indicated on the plans, handholes shall be constructed as per these Specifications. Except for fiber optics handholes, the Contractor may furnish a poured-in-place concrete handhole, with cast iron ring and cover, or a pre-cast concrete handhole, with cast iron TRAFFIC SIGNALIZATION 100-15 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa ring and cover, or a fiberglass handhole. Concrete pipe (referred to as Traffic Handhole), meeting AASHTO Specification designation M86 for non-reinforced or M170 Class III for reinforced, of suitable length and diameter, and provided with cable hooks made with a minimum 1/4-inch diameter steel material. Cast iron ring and cover may be rated light duty for non-traffic areas (155 pound minimum). Fiber optics handholes shall be as per — plans. Handholes on fill rural cross sections shall have a drain and drain pipe. — A crushed stone sump with a minimum depth of 18 inches shall be provided beneath all handholes. The cover shall have the name "TRAFFIC" in 2-inch letters cast into the lid. The handhole shall be large enough to house loops in fiber optics cable as per manufacturer's recommendation for minimum diameter of the fiber optics cable loop. Frames and covers for handholes shall be cast iron and conform to the dimensions shown on the plans. The top of the handhole shall be set flush with the sidewalk or driveway — surface. When constructed in an earth shoulder away from the pavement edge, the top surface of the handhole shall be approximately 1 inch above the surface of the ground or as indicated on plans. The ends of the conduit leading into the handhole shall extend a minimum of 1 inch and not more than 2 inches beyond the inside wall. All conduits in the handhole shall slope inward in a manner so as to provide drainage of water or condensation. Each handhole shall contain a minimum of two cable hooks. The hooks shall be permanently fastened to the inside wall near the top of the handhole. When precast concrete sections are used for handholes, the conduit entrances shall be neatly grouted between the conduit and the precast concrete. The handhole ring shall fit snugly inside the precast concrete section. Grouting shall be done immediately after conduits are placed into the handhole to prevent washing in of debris. After installation of handhole and before acceptance by the City, all foreign debris, including but not limited to dirt, leaves, grout, concrete, cans and glass, shall be removed. All loop detector lead-in conductors shall be placed into a handhole prior to winter shut down. 17. Conduit All conduits shall be Schedule 80 Poly Vinyl Chloride (PVC) when placed under paved surfaces and SCH 40 elsewhere. The number and size of conduit shall be as specified on the plans. PVC conduits shall be rigid polyvinyl chloride meeting the requirements of NEMA TC-2, Type 2, and applicable UL standards. Conduit buried in open trenches shall be placed a minimum of 18 inches deep and shall extend a minimum of 3 feet 6 inches from the back of curb unless otherwise directed by the Engineer. Open trench methods of placing conduit will be permitted except where the conduit is to be placed under existing pavement. Conduit in pavement areas shall be placed to a minimum depth of 24 inches below the finished pavement surface or as directed by the Engineer. TRAFFIC SIGNALIZATION 100-16 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa The coating shall be a dual layer UV cured acrylate applied by the fiber manufacturer. The coating shall be mechanically or chemically strippable without damage to the fiber. The -- central member of the cable shall be a glass reinforced plastic rod designed to prevent the buckling of the cable. The cable core interstices shall be filled with water blocking tape to prevent water infiltration. Dielectric fillers may be included in the cable core where needed to lend symmetry to the cable cross-section. Buffer tubes shall be of dual layer construction with the inner layer made of polycarbonate and the outer layer made of polyester. Each buffer tube shall be water-blocked with a water- _ swellable yarn or tape. Buffer tubes shall be stranded around the central member using reverse oscillation, or"SZ", stranding process. The buffer tubes shall meet TIA/EIA-598A, "Color Coding of Fiber Optic Cables". The fiber cable shall include loose tubes with 12 fibers in each tube. The cable tensile strength shall be provided by a high tensile strength aramid yarn and/or fiber glass. All dielectric cables, without armoring, shall be sheathed with medium density polyethylene. The minimum nominal jacket thickness shall be 0.055 inch. Jacketing material shall be applied directly over the tensile strength members and flooding compound. The jacket or sheath shall be marked with the manufacturer's name and the words "Optical Cable," the year of manufacture, and sequential feet marks. The markings shall be repeated every 2 feet. The actual length of the cable shall be within the range plus 1 percent of the length marked. The marking shall be in a contrasting color to the cable jacket. Additionally, the jacket marking shall have a durable weatherproof label which shows the actual attenuation of each fiber expressed in dB/mile. The cable shall be fabricated to withstand a maximized pulling tension of 600 pounds during installation (short term)and 135 pounds upon installation (long term). The shipping, storing, installing and operating temperature range of the cable shall be -40 degrees F to+158 degrees F. The manufacturer shall test at the 100 percent level all fiber optic cable for the following tests: a) Each fiber proof tested at a minimum load of 350 Mpa. -- b) Each fiber tested for attenuation and the reading shall be part of cable labeling. The cable shall meet the appropriate standard Fiber Optic Test Procedure for the following measurements: a) Fluid Penetration b) Compound Drip c) Compressive Loading Resistance d) Cyclic Flexing e) Cyclic Impact f) Tensile Loading and Bending The cable ends shall be available for testing. The cable ends must be sealed to prevent moisture impregnation. Fiber Optic Jumpers/Patch Cords: All fibers entering the traffic signal controller cabinet shall be terminated in the fiber optic termination unit within the traffic controller cabinet. Length of TRAFFIC SIGNALIZATION 100-19 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa patch cord will vary according to distribution unit to traffic signal controller, fiber optic modem, or video modem location within controller cabinet and shall provide for 2 feet of total slack. A sufficient number of patch cords shall be installed to provide a fully-operational communications system. — Controller cabinet patch cords shall consist of factory-assembled patch cords, each containing two fibers. Each such fiber shall have a connector with ceramic ferrule on each end. Each patch cord- shall have a dielectric strength member and a durable outer jacket designed to withstand handling. Fiber Optic Termination Unit: The unit shall be a rack mount, drawer type enclosure that is dust and moisture repellent. The unit shall provide easy front access with removable rear tray for easy rear access and shall have a maximum dimension of 3.5 inches H by 18.5 inches W by 11.25 inches D. The size of the unit shall be adequate for the number of fibers, _ proper winding area, and splices. The unit shall provide for cable entry from the side and be capable of accommodating up to 48 connections Connectors: Only connectors of ceramic ferrule and physical contact end finish shall be used — to terminate fibers to equipment. ST connectors shall be used for multi-mode fiber. SC connectors shall be used for single mode fiber. Maximum attenuation per connector shall be 0.75 dB. Splices: Fusion splices shall be used for all splices. The fiber cable shall be installed in continuous runs as designated on the plans. Splices shall be allowed only in the splice enclosures and controller cabinets as located on the plans. Maximum attenuation per splice — shall be 0.3 dB. Fan Out Kits: Fan out kits shall be provided for separation and protection of individual fibers with buffer tubing and jacketing materials suitable for termination of the fiber and fiber optic connector as specified. Splice Enclosure: Continuous fiber cable runs and/or traffic signal controller branch circuit — points will be spliced in an outside plant splice enclosure located in handholes as shown on plans. Green buffer tube of "trunk-line" fiber cable shall be spliced with "branch-line' fiber cable leading to traffic signal cabinet. The remaining "trunk-line" fiber cable buffer tubes shall remain in-tact and be "expressed" through the splice enclosure. Enclosure shall accept a minimum of six cables and provide enough trays to splice all fibers and provide means of "expressing" in-tact fiber cable buffer tubes. All fiber cables shall enter the enclosure at one end. Enclosure shall be watertight and re-enterable using gel-compressed cable connections and a re-enterable gasket. Fiber splice loss shall not exceed the limits of TIA/EIA 568. „ 19. Mounting Hardware Mounting heights for pedestrian heads should meet the minimum mounting height requirements. Pedestrian heads of the same type and size mounted on the same pole should be approximately the same height measured from the bottom of the pedestrian signal head housing to the closest sidewalk elevation. Different size pedestrian signal heads on the same pole should be mounted with their middle point having approximately the same height. All pedestrian and vehicular signals heads shall be provided with adjustable cable brackets for mounting, as well as all other hardware necessary to completely mount the signals. All signal heads shall connect to poles and mast arms using adjustable cable tie supported —' brackets. Brackets shall not be painted unless otherwise shown on the plans. Plumbizers TRAFFIC SIGNALIZATION 100-20 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa All EVP detectors and EVP indicator lights shall be operational when each traffic control signal system is initially turned on. The Contractor shall furnish and install 3/c No. 20 AWG EVP detector cables and 3/c No. 14 cables for the confirmation lights where indicated in the plans. Emergency vehicle pre- emption cables(3/c No. 20) shall be installed continuous without splices or terminals from the EVP detector to the traffic signal cabinet. 24. Traffic Monitoring Camera: Outdoor monitoring cameras shall be installed with full remote control and monitoring capability activated from Waterloo Traffic Operations Center at 625 Glenwood Street Waterloo, Iowa. Unless stated otherwise on the plans, monitoring system at each intersection shall consist of the following Axis cameras: one Q1635E camera looking down, two Q1615E Mark II aimed towards side street approaches, and two Q1615E Mark II with a Theia P-Iris lens 9-40 mm directed towards each major street approach. 25. Wireless Communications: (Not Applicable to This Project) Wireless technology shall be compatible with Waterloo's existing system. Signal controller and monitoring cameras shall be connected to WTOD by wireless communications. The City has a wireless communications backbone with several tower and access point devices. For more information on locations and type of existing devices, contact Mohammad Elahi, City Traffic Engineer, at(319)291-4440. Mean time between failures and warranty: 100,000 hours, 1 year on parts and labor, and manufacturer's warranty, whichever provides for longest combination coverage. The Contractor shall be responsible for designing a fully functional wireless communication system connected to Traffic Operations Center. It shall be the Contractor's responsibility to assure the delivery of a working system, including the use of proper equipment, appropriate installation, acceptable communication, and central location's remote, monitoring, and control capabilities. System shall include antennas, cables, jumpers, pole mounts, protectors, and all items necessary to make a complete working system which shall be in accordance with the wireless and camera manufacturer's recommendations to provide a complete working system suitable for traffic monitoring. 26. Inductive Detector Loops: Loops in existing pavements shall be saw-cut. Loops in new pavement shall be prefabricated and buried/embedded. All loops shall be individually placed in pavement and terminated in handholes. Loop Wire. The loop wire shall be 600-volt stranded copper, No. 14 AWG, Type THWN, with UL approval. The loop wire shall be protected by a flexible vinyl plastic tubing of 3/16-inch inner diameter, a minimum of 1/32-inch wall thickness, 1/4-inch outer diameter. The tubing shall also be highly abrasion resistant and have a smooth bore. New Pavement Loop Cable: Shall be prefabricated and designed to be overlaid with hot asphalt or embedded in Portland cement concrete. The loop cable and assembly shall be capable of direct placement under asphalt overlays or concrete pavement without need for additional tubing. Each component of the prefabricated loop assembly, including the loop, the lead-in cable and the splice enclosure, shall be designed to resist moisture penetration and to continue functioning under minor pavement cracking. The cable may be around 0.36 inch O.D. and shall be made with such material as to ensure long, trouble free life. Splices TRAFFIC SIGNALIZATION 100-23 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa are allowed only inside the handhole. All other connections shall be factory connected and sealed. The Contractor shall obtain Engineer's field verification of all loop locations prior to beginning of construction. If the prefabricated loop detector is destroyed before, during or after the paving operation, it will be replaced with another prefabricated loop detector even if this entails the removing of _ several panels of concrete. Cost of replacement shall be the responsibility of the faulty party and no cost will be borne by the City. Existing Pavement: Inductive loops consisting of three turns (four turns for back loops) of wire shall be saw cut in the pavement, with the width of cut being 3/8 inch and with a depth of 2 1/2 inches to 2 3/4 inches deep. Sharp (120 degree or less) corners shall be provided with an additional diagonal saw cut as shown in the plans. All saw cuts shall be overlapped sufficiently so that a full 2 1/2 inch to 2 3/4 inch depth of cut results around the entire perimeter of the loop. For each additional turn of wire, 1/4 inch of depth shall be added to the saw cut. Generally, all front loops have three 3 turns and all back loops have four turns of No. 14 AWG wire unless otherwise shown on plans or determined by Engineer during construction of the loop. For curbed streets, the saw cut shall be extended to the gutter line and a hole shall be drilled through the gutter line toward the handhole. No saw cut will be allowed into the curb face. For non-curbed streets, the saw cut shall extend to a hole drilled near the edge of the pavement as shown on the plans. A length of 3/4-inch diameter PVC conduit shall be inserted and sealed into the drilled hole from the outside edge of the pavement. Prior to placement of wire, the saw cut shall be clean and free of water and all foreign materials that may cause premature failure. Loop wire, encased in plastic vinyl tubing, shall _ be placed in the finished cut. Short pieces of backer rope of 3 to 4 inches shall be used, where necessary, to assure that the loop wire will remain at the bottom of the saw cut and not float up into the sealant. Lead- in wires outside of the loop shall be twisted approximately one turn per foot. All wire installation must be made without damage to the wire or its insulation. All damaged wire shall be replaced. Loop testing completed in accordance with Section 2505.03.F.6 of the Standard Specifications. During saw cut and prefabrication loop testing, the City of Waterloo, the Contractor, and/or Engineer shall be present during all testing procedures. Any loop that -- tests below the 100 mega ohms value shall be considered to be a faulty loop and shall be replaced. After obtaining satisfactory test results, the loop shall be sealed with Pro-Seal 6006 EX, Ruscoe Q Seal 290S, 3M Detector Loop Sealant 5000 or approved equivalent. If an approved equivalent is used, it must be approved by the City of Waterloo's Traffic Operations Department. The sealer shall be used strictly in accordance with the manufacturer's instructions. If sealant is placed below recommended manufacturer's temperature requirements, i.e., placement during late fall and winter, the loop shall not be accepted until the outside air temperature is at or above the manufacturer's temperature. The sealer shall be poured into the slot to half depth. When both the loop and lead-in slots are half filled, check for air bubbles or material pileup and then proceed to fill the slots to roadway level. Excess sealant shall be removed by means of a"Squeegee." TRAFFIC SIGNALIZATION 100-24 FY 2018 University Avenue Reconstructor-Phase 1 AECOM#60528991 Waterloo,Iowa In all cases, there shall be neither a trough nor a mound formed. The sealer, when poured into a saw cut, should completely surround the wire, displace all air therein and completely fill the area of the slot, except for that portion filled with the wire hold down material. Allow sufficient time for the sealer to harden in accordance with manufacturer's instructions before allowing traffic to move over the area. The saw slot filler shall be a two component system, high viscosity liquid or approved equal formulated for use in sealing inductive wire loops and leads embedded in asphalt concrete and Portland cement concrete. The saw slot filler shall be useable on grades of 15 percent or less without excessive flow of material, unless otherwise approved by the Engineer. The Engineer shall approve the sealer. Approval of other sealants shall be based on Specifications and/or test data about their physical properties, performance properties and chemical resistance. The cured sealer shall be unaffected by oils, gasoline, grease, acids and most alkalis. The mixing of components and the filling of the cut shall be in accordance with the directions of the manufacturer. After completion of the sealing, the loop shall be final tested, as described in paragraph above. Completed sealed loop must pass continuity and resistance test prior to being accepted. Loop Splicing: The electrical splice between the loop lead-in cable to the controller and the loop wire shall be soldered using dipped or resin core solder and provided with a watertight — protective covering for the spliced wire, the shielding on the loop lead-ins and the end of the tubing containing the loop wires. No torch soldering will be allowed. Remove the insulation from each conductor of a pair of lead-in cable conductors for 1 inch and scrape both copper conductors with knife until bright. Remove the plastic tubing from the loop wires for 1 1/2 inches. Remove the insulation from the loop wires for 1 inch and scrape both copper conductors with knife until bright. Solder the loop wires together where needed for series connection and to the lead-in wires and cover with a wire nut twisted on tightly. Cover the -- exposed shielding, drain wire and wire nut splices with a fast-drying brush-up type sealant and bonding compound manufactured for this purpose to protect surfaces against moisture, corrosion and other contaminants. The compound shall withstand Iowa's extreme weather conditions. Any unused loop lead-in wire shall have the end of it also covered with the appropriate product designed and manufactured for this purpose. 27. Luminaires Unless otherwise shown or modified on the plans, the luminaires shall meet the requirements listed under this section. Luminaires shall be Philips Lumec RFM-108W32LED4K-T R3M DMG RCD PH9 BK or engineer approved equivalent meeting the following requirements: • LED 120-277 Multi-Tap • Type III Light Distribution • Photocell Receptacle (Empty) • 100-130 Lumens Per Watt • 4000K Light Temperature • Lights Shall Not Require Separate Power Supply or Driver • Shall be Finished to Meet Pole Color • Minimum 50,000 Hours at 70% Lumen Maintenance Luminaire shall be finished to match color and style of pole. TRAFFIC SIGNALIZATION 100-25 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa Supplier shall provide a catalog cut sheet of luminaire for review by WTOD prior to acceptance. Luminaires shall be installed for operation on 240-volt AC, single phase, 60 Hz. Each luminaire shall be complete with EEI-NEMA Standard through terminal polarized, twist-lock type photoelectric control receptacle with shorting caps on all luminaires. Photoelectric control for the intersection shall be installed in the controller cabinet. _ Where a photocell is to be installed, the Contractor shall verify that the luminaire photocell is operational prior to installation. Individual luminaires shall be provided with molded in-line fuse connector within the mast arm pole base and be sized to fit the conductors. Fuses shall be 10-ampere cartridge type. The neutral conductor shall not be fused. — Street light connectors shall be used for all luminaire cable connections. Split bolts shall not be used. The photoelectric control turning "ON" and "OFF" roadway luminaires shall be in accordance with the following: • The photoelectric controls shall be of a solid-state crystal sensing type with an inverted turn-on and turn-off design and shall meet the design and quality requirements specified in the current acceptable standards to ANSI C136.10. The device shall have surge protection conforming to the requirements in the current acceptable surge protection ANSI standards. • The voltage rating of the control device shall be multi-voltage operating properly over _ the input voltage range of 105 to 285 volts, 50-60 Hz, alternating current with no change in the turn-on and turn-off foot-candle values, and a maximum total drift of not more than 1 percent over 10 years. • The control device shall have a minimum 30-second time delay to eliminate false operation due to lightning or stray passing lights, shall provide fail-safe operation (the light supply shall remain "ON" if the control circuit fails), and shall be equipped with an arrester for built-in transient surge protection. • The "TURN ON" level of the control device shall be 3.0 foot-candles at the appropriate voltage; the"TURN OFF" level of the control device 60 percent of the turn-on value. • An "ON-OFF" switch shall be provided inside each controller cabinet that controls power to all lighting circuits at that intersection. 28. Reflectorized Street Name Signs Length and Width: Sign length and width are determined based on the street name, letter size and type. Street name signs mounted overhead shall use 12-inch Upper Case and 9- inch Lower Case lettering. The substrate shall be aluminum, 6061-T6, 0.10-inch minimum thickness or of material specified on the plans. The nameplate shall have a minimum length of 48 inches. The sign length shall be in 6-inch increments. Un-mounted faces shall be shipped 1/4-inch wider and with 1/4-inch longer than the required width and length. The face shall be registered in the lower right corner with right and bottom border correct (3/4 inch) and the extra 1/4 inch at the top and left edge. Corners of the TRAFFIC SIGNALIZATION 100-26 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa mounted nameplate shall be rounded (radius of corner must correspond to border radius) or as specified on the plans. Reflective Sheeting: The sign face shall be made from Type III or Type IV prismatic type retro-reflective sheeting. Processing: When screen processing, transparent screen process color shall be coated with a clear finish. Screen processed opaque black color need not be clear coated. All screen processing and clear coating shall be in accordance with the recommendations of the sheeting manufacturer. Sign faces may be produced by direct application of cutout copy onto mechanically applied background in accordance with sheeting manufacturers' recommendations. Application: For mounted signs, reflective sheeting shall be applied to sign blades that have been properly prepared. The sign faces shall be applied using the heat-vacuum process or squeeze roller application in accordance with the recommendations of the sheeting manufacturer. Letter Design: Standard abbreviations for street, avenue, boulevard, etc., shall be used following the street name or number. Legend shall optically be spaced and centered, both horizontally and vertically. The charts for standard alphabets (capital or upper case) for highway signs for letter design and spacing shall be used. Border: The border shall be 3/4-inch wide with 2 1/4-inch radius corners set on a square corner. The dimension between the inside edges of the border vertically and horizontally shall be 16 1/2 inches wide by 1 1/2 inches shorter than the chosen length of the sign blade. Shop Drawings: Submit a sign layout shop drawing for each different mast arm-mounted street name sign for review and acceptance prior to sign fabrication. C. SALVAGED MATERIALS All existing signal materials and equipment not listed in the Specifications and which are not being incorporated into the final project shall be salvaged by the Contractor and stockpiled on the project site for pick up by WTOD personnel. Such items will remain the property of the City. Contractor may be allowed to deliver the salvaged equipment and materials to the City, but prior authorization and coordination is required. Existing traffic signal equipment and materials to be salvaged include: • Galvanized Poles and mast arms • Signal heads and signs mounted on signal poles or mast arms • Signal controllers and cabinets • Cameras • EVP detectors and indicator lights Among items to be properly disposed of by Contractor shall include: • Traffic signal pole footings—whole or partial—to be removed. • Old Street name signs to be removed. • Painted poles and mast arms D. TRAFFIC CONTROL It shall be the contractor's full responsibility to set up and maintain traffic control that is in compliance with the MUTCD and Iowa DOT standards. TRAFFIC SIGNALIZATION 100-27 FY 2018 University Avenue Reconstructon-Phase 1 -�. AECOM#60528991 Waterloo,Iowa E. METHOD OF MEASUREMENT AND BASIS OF PAYMENT The "Traffic Signalization" work includes all traffic signal system components, interconnection system, luminaire pole extensions and luminaires which are mounted on the traffic signal poles, as detailed on the plans and described in this Specifications, to provide a fully operational system. Unless listed as a separate bid item, no other payment will be made for work covered by the Specifications, but all work will be considered to be included in the lump sum price for "Traffic Signalization." Contractor shall provide a breakdown list price for all items on Lump Sum traffic Signalization bid items immediately after a contract is signed or within a period specified on the plans. Compensation to the Contractor for all work covered by this Specifications shall be made at the Contract Lump Sum price for the signal system installation, complete, in place, and operating. No measurement or payment of individual traffic signal items will be made except for purposes of progress payments. The Contract Lump Sum payment shall be full compensation for all items of work and no separate payment for any individual items will be made. TRAFFIC SIGNALIZATION 100-28 FY 2018 University Avenue Reconstructon-Phase 1 AECOM#60528991 Waterloo,Iowa SECTION 200 REHABILITATION OF EXISTING MANHOLES PART I GENERAL 200-1-1 GENERAL A. See SUDAS Division 6 unless otherwise noted below. 1. Under SUDAS Division 6 - Structures for Sanitary and Storm Sewers - Section 6020 - Rehabilitation of Existing Manholes, 3.02.B, delete Item No. 11 in its entirety (3.02.B.11). 2. Under SUDAS Division 6 - Structures for Sanitary and Storm Sewers - Section 6020 - Rehabilitation of Existing Manholes, 3.02.B, delete Item No. 13 in its entirety and replace with the following Item No. 13: "3.02.B. 13. Reinstall existing casting unless otherwise noted." B. Manhole Inspections 1. In the presence of the ENGINEER, CONTRACTOR shall inspect all the manholes on the project to determine what measures need to be taken to solve each manholes I & I issues. 2. CONTRACTOR shall locate, open, and inspect the following: a. Casting b. Chimney i. Rings ii. Grout -- c. Cone Section d. Barrel Sections e. Barrel Section Joints f. Base Section i. Invert ii. Bench iii. Doghouse 3. CITY shall assist with locating manholes not found by the CONTRACTOR 4. CITY shall assist with local residence where the manhole locations are in conflict with personal property. 5. ENGINEER shall provide a spread sheet with manhole numbers and bid items for logging the inspections. 6. EXTRA WORK will include the following: a. Personal Property remove and replace or relocation b. CITY will perform Box Outs of manholes located in the street. C. Internal Chimney Seal—Spray-On Applications 1. Products a. Cretex EasySeal SG b. S.S.I. Flex-Seal Utility Sealant c. Or Equal REHABILITATION OF EXISTING MANHOLES 200-1 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 2. Approved Spray-On products shall take the place of Internal Chimney Seals as determined during manhole inspections 3. Measurement and Payment shall be that of Internal Chimney Seal Bid Item. See Specification Section 01 22 13. 4. Substitutions for Spray-On Internal Chimney Seals shall be approved by the ENGINEER. D. Manhole Lining Admixture—see SUDAS Section 6020— Rehabilitation of Existing Manholes for Cementitious Mortar Liner Specifications. 1. Products a. Con""cShield b. Strong Seal MS-2A c. Or Equal 2. Product Data a. Unit Weight— 125 pcf b. Working Time—40 minutes c. Initial Set Time— 120 minutes d. Final Set Time—240 minutes e. Modulus of Elasticity ASTM C-469 28 day— 1,500,000 psi f. Flexural Strength ASTM C-293 1. 24 hours minimum 400 psi 2. 28 days greater than 1,500 psi g. Compressive Strength ASTM C-882 1. 24 hours—3,000 psi 2. 28 days— 10,000 psi h. Bond Strength ASTM C-882 1. 28 days—greater than 2,000 psi i. Tensile Strength ASTM C-496 greater than 800 psi 3. Installation a. Follow the manufacturer's installation procedure. E. Chemical Grout 1. Products a. Avanti AV-100 and Optional Additives .,. b. Or Equal 2. Product Data a. http://www.avantigrout.com/resources/product-information/technical-data-sheets-1 3. Installation a. Follow the manufacturer's installation procedure. *** END OF SECTION * * * REHABILITATION OF EXISTING MANHOLES 200-2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa SECTION 300 HIGH DENSITY POLYETHYLENE (HDPE) PIPE PART I GENERAL 300-1-1 SUBMITTALS A. Product Data: 1. Manufacturing test specification data listing resin type, cell classification, stock density, melt flow, flexural modulus, tensile strength, and coloration. 2. Include test results with shipment of materials, with 2 additional copies of test results furnished to ENGINEER. 3. Pipe Dimensions: -- a. Average outside diameter. b. Average inside diameter. c. Minimum and average wall thickness. 300-1-2 QUALITY ASSURANCE A. Comply with appropriate codes and standards of following organizations for handling, heat fusion, and underground installation of low pressure polyethylene pipe. 1. American Gas Association (AGA). 2. Plastic Pipe Institute (PPI). 300-1-3 DELIVERY, STORAGE, AND HANDLING A. Pipe Storage: 1. Store or stack pipe to prevent damage from marring, crushing or puncture. Limit maximum stacking height to 6 ft. 2. Store in accordance with manufacturer's recommendations. B. Pipe Handling: 1. Protect pipe from excessive heat or harmful chemicals. PART 2 PRODUCTS 300-2-1 MATERIALS A. Manufacturers: 1. Phillips Driscopipe, Inc., Richardson, Texas. 2. Plexco, Amsted Industries, Franklin Park, Illinois. 3. Poly Pipe Industries, Gainesville, Texas. 4. Or equal. B. Physical Properties of Pipe Resin: 1. Density: ASTM D1505, not less than 0.941 -0.955 gms/cu cm. 2. Melt Flow: ASTM D1238 - Condition E, not greater than 0.15. HIGH DENSITY POLYETHYLENE PIPE 300-1 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa 3. Flexural Modulus: ASTM D790, 110,000 to less than 160,000 psi. 4. Tensile Strength at Yield: ASTM D638, 3,000 to less than 3,500 psi. -" 5. Environmental Stress Crack Resistance (ESCR): ASTM D1693 - Condition C, shall be in excess of 5,000 hrs with zero failures. 6. Hydrostatic Design Basis: ASTM D2837, 1,600 psi at 21 IC. _ C. High performance, high molecular weight, high density polyethylene pipe(Type 3408 or4710 resin). D. ASTM D1248 (Type III, Class C, Category 5, P34). E. ASTM D3350, minimum cell classification value 345434C. F. Standard dimension ratio SDR 11. G. Marking: Intervals of 5 ft or less. 1. Manufacturer's name or trademark. 2. Nominal pipe size. 3. Type of plastic pipe (i.e., PE 3408 or 4710) 4. Standard dimension ratio SDR 11. 5. ASTM D2513. 6. Extrusion date, period of manufacture or lot, or batch number. H. Dimensions: 1. Conform to standard dimensions and tolerances of ASTM D2513. 300-2-2 FITTINGS A. Fittings from polyethylene compound having cell classification equal to or exceeding compound used in pipe to ensure compatibility of polyethylene resins. B. Provide molded fittings rather than factory fabricated fittings in available diameters. C. Be of same manufacture as pipe being provided. ENGINEER may allow substitution for approved material with use of flanged joint sections. D. Flange Joints: 1. 150 lb carbon steel or convoluted epoxy coated ductile iron backup flanges as recommended by manufacturer.2. Cadmium plated carbon steel nuts and bolts. 3. Flanges and bolt patterns consistent with ANSI B16.5, AWWA C207, ASTM A536, and as recommended by manufacturer. E. Fitting dimensions shall conform to standard dimensions and tolerances, ASTM D3261. F. Markings, ea. fitting: 1. Manufacturer's name or trademark. 2. Nominal size. 3. Type of plastic pipe (i.e., PE 3408 or 4710). 4. Standard dimension ratio SDR 11. 5. ASTM D2513. 6. Extrusion date, lot number or batch number. HIGH DENSITY POLYETHYLENE PIPE 300-2 FY 2018 University Avenue Reconstruction-Phase AECOM#60528991 City Contract No.933 Waterloo,Iowa 2.03 SOURCE QUALITY CONTROL A. If manufacturer's test data inadequate or unavailable, OWNER reserves right to reject or require additional tests to satisfy material requirements. Costs of these tests shall be borne by CONTRACTOR. PART 3 EXECUTION 300-3-1 INSTALLATION A. Horizontal directional drilling in accordance with SUDAS 3020. — B. Heat Fusion of Pipe: 1. Weld in accordance with manufacturer's recommendation for butt fusion methods. Provide qualified fusion operators. 2. Butt fusion equipment for joining procedures shall be capable of meeting conditions recommended by pipe manufacturer including, but not limited to, temperature requirements, alignment, and fusion pressures. 3. For cleaning pipe ends, solutions such as detergents and solvents, when required, shall be used in accordance with manufacturer's recommendations. 4. Do not bend pipe to greater degree than minimum radius recommended by manufacturer for type and grade. 5. Do not subject pipe to strains that will overstress or buckle piping or impose excessive stress on joints. 6. Branch saddle fusions shall be joined in accordance with manufacturer's recommendations and procedures. Branch saddle fusion equipment shall be of size to facilitate saddle fusion within trench. 7. Before butt fusing pipe, inspect each length for presence of dirt, sand, mud, shavings, and other debris or animals. Remove debris from pipe. 8. Cover at end of each working day open ends of fused pipe. Cap to prevent entry by animals or debris. 9. Use compatible fusion techniques when polyethylene of different melt indexes are fused together. Refer to manufacturer's specifications for compatible fusion. D. Flange Ends: 1. Use on flanged pipe connection sections. 2. Connect slip-on carbon steel backup flanges with nuts and bolts. Convoluted ductile iron backup rings may be substituted for joining HDPE pipes per manufacturer's _ recommendations. 3. Butt fuse fabricated flange adapters to pipe. 300-3-2 FIELD QUALITY CONTROL A. Pipe may be rejected for failure to conform to Specifications or following. 1. Fractures or cracks passing through pipe wall, except single crack not exceeding 2 in. in length at either end of pipe which could be cut off and discarded. Pipes within one shipment shall be rejected if defects exist in more than 5% of shipment or delivery. 2. Cracks sufficient to impair strength, durability or serviceability of pipe. 3. Defects indicating improper proportioning, mixing, and molding. 4. Damaged ends, where such damage prevents making satisfactory joint. HIGH DENSITY POLYETHYLENE PIPE 300-3 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa B. Acceptance of fittings, stubs or other specially fabricated pipe sections shall be based on visual _ inspection at Project site and documentation of conformance to these Contract Documents. C. Pipe Testing: SUDAS 5030.3.05. *** END OF SECTION *** HIGH DENSITY POLYETHYLENE PIPE 300-4 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 City Contract No.933 Waterloo,Iowa SECTION 400 COLORED AND STAMPED CONCRETE PART 1 -GENERAL 1.1 SECTION INCLUDES A. Installation of integrally colored concrete and concrete finishes. 1.2 DESCRIPTION OF WORK A. The work is furnishing, placing, and installing integrally colored concrete per SUDAS Standard Specification Division 7- Streets and Related Work in accordance with the drawings and specifications. 1.3 ACTION SUBMITTALS A. Product Data: Submit manufacturer's product data, storage and handling requirements and recommendations, installation methods and available colors, styles,patterns and textures. B. Samples: Submit manufacturer's samples of materials, finishes,and colors. C. Warranty: Manufacturer's standard warranty. 1.4 QUALITY ASSURANCE A. Perform work in accordance with: ACI 305.1,ACI 306.1,ACI 318. B. Obtain each material from same source and maintain high degree of consistency in workmanship ..� throughout Project. C. Installer Qualifications: Concrete work shall be by firm with 5 years experience with work of similar scope and quality. D. Integrally Colored Concrete Mock-Up: 1. Provide full-scale mock-up for each Colored Concrete Type. Construct at least one month before start of other concrete work to allow concrete to cure before observation. 2. At location acceptable to Engineer, demonstrate methods used for construction, including forming and finishing conditions required for Project using materials, workmanship,joint treatments, and curing methods to be used throughout Project. 3. Accepted mock-up provides visual standard for work of Section. 4. Remove mock-up when no longer required for comparison with finished work. 1.5 DELIVERY,STORAGE AND HANDLING A. Color Additive: Deliver,store, and handle in accordance with manufacturer's instructions. B. Concrete: Schedule delivery to provide consistent mix times from time color additive is placed in mixture until placement of integrally colored concrete. Mix times shall meet manufacturer's written specifications. COLORED AND STAMPED CONCRETE 400-1 FY 2018 University Avenue Reconstruction-Phase I AECOM#60528991 Waterloo,Iowa 1.6 MEASUREMENT AND PAYMENT A. Measurement: Each thickness of PCC Colored Pavement will be measured in square yards. The area of manholes, intakes, or other fixtures in the pavement will not be ducted from the measured pavement area. Mock-up areas will be measured for payment. B. Payment: Payment will be at the unit cost per square yard for each thickness off PCC Sidewalk. C. Includes: Unit price includes, but is not limited to, minor grade adjustments, excavation, preparation of the subbase, formwork, additional thickness at thickened edges, aggregate base, placement of integrally colored concrete, application of surface sealers and textures,jointing, sampling, testing, and all other _. incidental items necessary for a complete in place installation. PART 2-PRODUCTS 2.1 CONCRETE MATERIAL — A. As per SUDAS Standard Specification Division 7 - Streets and Related Work 2.2 COLOR ADDITIVES A. Type: l. Admixture shall be a colored, water-reducing, admixture containing no calcium chloride with coloring agents that are limeproof and ultra-violet resistant. 2. Colored admixture shall conform to the requirements of ACI 303.1, ASTM C979, ASTN1 C494 and ASSHTO MI 94. B. Color Additive Delivery: 1. Automated Dispensing: Meter and dispense colors using computer-controlled automated color weighing and dispensing system.2. Manual Dispensing: Powdered color additives in pre-measured disintegrating bags. C. Decorative Concrete Type A (See plans for locations): _ 1. Pigment for integrally colored concrete shall be: a. Dark Gray 8084 1) Manufactured by Davis Color. Los Angeles, CA 90023. Phone: 1-800-356-4848, — Email: info@daviscolors.com, www.daviscolors.com. b. Cold Front SC 4286 1) Manufactured by L.M. Scofield Company, Douglasville, Georgia, Phone: 201-672- 9050,www.scofield.com. c. Or Approved Equal D. Decorative Concrete Type B (See plans for locations): 1. Pigment for integrally colored concrete shall be: a. Rustic Brown 6058 1) Manufactured by Davis Color. Los Angeles, CA 90023, Phone: 1-800-356-4848, Email: info@daviscolors.com, www.daviscolors.com. b. Caribou SC 4274 I) Manufactured by L.M. Scofield Company, Douglasville, Georgia, Phone: 201-672- 9050, www.scofield.com. COLORED AND STAMPED CONCRETE 400-2 FY 2018 University Avenue Reconstruction-Phase 1 '— AECOM#60528991 City Contract No.933 Waterloo,Iowa c. Or Approved Equal E. Decorative Concrete Type C(See plans for locations): 1. Pigment for integrally colored concrete shall be: a. Rustic Brown 6058 1) Manufactured by Davis Color. Los Angeles, CA 90023. Phone: 1-800-356-4848, Email: info@daviscolors.com,wwryv.daviscolors.com. b. Caribou SC 4274 1) Manufactured by L.M. Scofield Company, Douglasville, Georgia, Phone: 201-672- 9050,www.scofield.com. c. Or Approved Equal 2.3 FINISHES A. Decorative Concrete Type A(See plans for locations): 1. Raked surface finish texture to create a %" deep reveal at approximately 2"on center. The intent is that the surface texture should appear to be raked. 2. For direction of raked finish,see plans. B. Decorative Concrete Type B(See plans for locations): 1. Lithotex Pavecrafters Used Brick Running Bound Pattern(2500) a. L.M. Scofield Company,Douglasville, Georgia,Phone: 201-672-9050,www.scofield.com. 2. For direction of stamped concrete pattern finish,see plans. C. Decorative Concrete Type C(See plans for locations): I. Raked surface finish texture to create a %" deep reveal at approximately 2" on center. The intent is that the surface texture should appear to be raked. 2. For direction of raked finish,see plans. 2.4 ACCESSORIES A. Joint Sealants: 1. Provide per SUDAS Standard Specification Division 7—Streets and Related Work. 2. Color: Color selected by Engineer from manufacturer's full range. To match integrally colored —' concrete. B. Cleaning Agents: Use products known to be compatible with integrally colored concrete. C. Liquid Release Agent: Colorless, scented liquid formulated to break the bond between imprinting tools and surface of color-hardened concrete. Evaporates completely, leaving no residue. D. Waterborne Curing Compound and Sealer: Low VOC waterborne modified acrylic formulation. Complies with ASTM C 309. Suring and Sealing Compound to be of the same manufacturer as the color admixture. E. Solvent-Borne Curing Compound and Sealer: 100 percent methacrylate polymers and UV inhibitors blend. Low VOC waterborne modified acrylic formulation. Complies with ASTM C 309. Suring and Sealing Compound to be of the same manufacturer as the color admixture. COLORED AND STAMPED CONCRETE 400-3 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa PART 3-EXECUTION 3.1 EXAMINATION A. Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance of the work. B. Do not place integrally colored concrete where standing water is present. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Concrete installation as per SIJDAS Standard Specification Division 7—Streets and Related Work. B. Comply with color admixture manufacturer's recommendations and written installation instructions unless more stringent requirements are indicated. C. As indicated on plans for Colored Concrete Type A, apply a raked surface finish texture to Colored Concrete Type A to create a %"deep reveal at approximately 2"on center. The intent is that the surface texture should appear to be raked. D. As indicated on plans for Colored Concrete Type B, apply brick concrete stamped finish and associated sealants in accordance with manufacturer's specifications. E. Apply curing compound for integral colored concrete according to manufacturer's instructions using manufacturer's recommended application techniques. Apply sealing compound at consistent time for each pour to maintain close color consistency. F. Precautions shall be taken in hot weather to prevent plastic cracking resulting from excessively rapid drying at surface as described in CIP 5 Plastic Shrinkage Cracking published by the National Ready Mixed Concrete Association. G. Do not cover concrete with plastic sheeting. H. Concrete scoring joints and expansion joints as indicated on plans. 3.3 APPEARANCE TOLERANCES A. Appearance: Minor variations in appearance of integrally colored concrete that are similar to natural variations in color and appearance of uncolored concrete are acceptable. 3.4 CLEANING A. Efflorescence: Remove efflorescence as soon as practical after it appears and as part of final cleaning. B. Use least aggressive cleaning techniques possible COLORED AND STAMPED CONCRETE 400-4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No,933 Waterloo, Iowa C. If proprietary cleaning agents are used,pre-wet surface,test cleaning agent on small, inconspicuous area, and check effects prior to proceeding. Thoroughly rinse surface afterwards with clean water. Follow cleaner manufacturer's instructions. D. Do not use muriatic or hydrochloric acid on integrally colored concrete. END OF SECTION COLORED AND STAMPED CONCRETE 400-5 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo, Iowa THIS PAGE LEFT BLANK INTENTIONALLY - SECTION 500 SITE FURNISHINGS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Benches. 2. Trash Receptacles. 3. Bike Racks. 4. Bus Shelters. 1.2 ACTION SUBMITTALS A. Product Data: Submit manufacturer's product data, storage and handling requirements and recommendations, installation methods and available colors, styles,patterns and textures. B. Shop Drawings: Submit manufacturer's shop drawings, including plans and elevations, indicating overall dimensions. C. Samples: Submit manufacturer's samples of materials, finishes,and colors. D. Warranty: Manufacturer's standard warranty. 1.3 CLOSEOUT SUBMITTALS A. Maintenance Data: For site furnishings to include in maintenance manuals. r 1.4 MAINTENANCE MATERIAL SUBMITTALS — A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. Trash Receptacle Inner Containers: Two full-size units for each size indicated. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: I. Minimum 15 years experience in the manufacture of site seating. 1.6 DELIVERY,STORAGE AND HANDLING A. Handle products in accordance with manufacturer's instructions. B. Store products in manufacturer's original packaging until ready for installation. C. Protect products from impacts and abrasion during storage. SITE FURNISHING 500-1 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No,933 Waterloo,Iowa ~— ~- 1.7 WARRANTY A. Provide manufacturer's standard warranty ~~ B. \Yunumy terms:one year from date nf invoice against defects in materials and workmanship. 1.8 MEASUREMENT AND PAYMENT — A. Measurement: Site Furnishings will not be measured for payment, but will be considered part ofthe lump sum landscaping item. ~_ B. Payment: Payment will he included us part of the lump sum price paid for landscaping. C. Schedule ufValues: Prior tuany payment by the City for work completed on this project, the contractor ~~ sku|| complete and forward to City for approval x list of unit costs for each item included in the lump mum price bid for landscaping. D. Includes: Unit price inc\udcy, but is not limited to, site furnishing, shipping, 6und*mr for inguUu1imn' ~~ site famishing installation, and all other incidental items necessary for acomplete in place installation. PART%-PRODUCTS 2'1 BENCHES ~— A. Provide benches based on the product named. \ Bench Type&: Metro 40 Drries—Connect Rail Bench by Landscape Forms(Uty:4)a. Style:Sty|c: Sitting Rail: U Depth: 7inches 2) Overall Height: |8inches 3) Length:45 inches -- 6. Mounting: Surface Mounted. C. Materials: }) Seat — Aluminum: Extruded aluminum board is clear anodized (02-R|) and � powder coated. 2) Supports 8L Cover—3)9 Cast Aluminum. d. Finishes: 0 Powder Coat Color:Metallic Titanium ~~ o. Manufacturer: Landscape Fnrms, Inc, 7800 E. Michigan Ave, Kalamazoo, Michigan 40048. Phone: (8OO)52\'2546. Fax(260)]8\'345j. \Yebyitcwww]ondsoupc(orms.coill 2. Bench Type B: Stay Bench by Landscape Forms(Qty:6) ~~ a. Style: Backless with ] dividers i) Depth: 18-1/2in:hcs 2) Overall Height: 19'1/4 inches ~_ J) Length: 68'1/2 inches b Mounting: Surface Mounted. C. Finishes: () Powder Coat Color: Metallic Titanium ~_ d, Manufacturer: Landscape Ponns. Inc., 7800 E. Michigan Ave, Kalamazoo, Michigan 49048. Phone: (80O)52\'254h, Fax(209)38|']4j5. lYc6oitnnnm\ondscopcharms.com ~— ~~ SITE FURNISHING 500-2 FY2o1R University Avenue Reconstruction'Phase 1 xECOMososeaye1 City Contract No.o3n Waterloo,Iowa ~~ _ _ 2.2 TRASH RECEPTACLES _ & Provide trash receptacles based on the product named. -- l. Metro 40 Series'Collect Litter Receptacle by Landscape Forms(Qty:8) a. Style: Side Opening,capacity: 23 gallons. h. Mounting: Surface Mounted: Shipped with adjustable levelers. C. Lock Keyed with 2 brass keys per unit. -- d. Finishes: U Powder Coat Color: Metallic Titanium 2) Polyethylene Color:Black c� &�unu�ctur�:Landscape Fnnns,lnc,78O0 E. Michigan 83�un�vr, k�an —~ 49848. Phone:(8OO)52|'2j46. Fax(26V)]8l'3455. Wrhoitrwww.|undocxpcfonnxzom 3.3 BIKE RACKS —~ A. Provide bike racks based on the product named. ~~ \. Metro 4O Series---Ride Bicycle Rack hy Landscape Forms(Qty:8) u. Size: |) Depth:3-1/2 inches 2) Height:26 inches —^ B Length: 28inches h. Mounting: Surface Mounted. C. Finishes: |) Powder Coat Color:Metallic Titanium ~~ d. Manufacturer: Landscape Forms, Inc., 7800 E. Michigan Ave, Kalamazoo, Michigan 49048. Phone: (80O)52|'2546. Fax(26P)38\']455. VYrbsite*ww]eodscuyr0anos.com 2.4 0OSSHELTQRS A. Provide bus shelters based nn the product named. ~~ |. Metro 4O Series—Connect Transit Structure(()ty2) u. Style: 4x\2 foot shelter ~~ \) Four (4) Veridical Post with Laminated Glass and Aluminum Gutter form Roof Suucmn,: u) Distance between posts: 144 inches from inside surface to inside surface nf vertical posts. ~~ h) Laminated Glass and Aluminum Gutter Roof Lcnethl7225inches. h, G|oo Options(Side glass panels are always included): |) Front Glass: Left 6t Center Front Glass 2) Rear Glass: All Glass Kcur -- C. Finish: |) Polyester Powdrcuu Cokn—Argento?oxtur d. K4nnu6smnnc Landscape Fonno. inc, 7800 C. Michigan Ave, Ku|umxzuo. Michigan 49048. Phone: (800)52}'2546. Fax(269)38i-]4jl VVc6sitenna landscape fo,ms.cnm -- -~ SITE FURNISHING 500'3 FY2n18 University Avenue Reconstruction'Phase 1 AECOM#OOs28yo1 City Contract No,938 Waterloo,/nns —~ ~— ~~ PART 3' EXECUTION 3.1 EXAMINATION _~ A. Examine areas and conditions, with Installer present,present, for compliance with requirements for correct and |*vr| finished grade, mounting surfaces, installation m|omncco, and ud`cr conditions affecting ~— performance o[the work. B, Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION,GENERAL A. Comply with manufacturer's written installation instructions unless more stringent requirements are ~~ indicated. Complete field assembly oC site furnishings where required. B. Unless otherwise in6icued, install site fumishingo after landscaping and paving have been completed. ~~ 3.3 FINISH REQUIREMENTS,GENERAL A. Appearance of Work: No«icouh\c variations in sumo piece mc not acceptable. Variations in ~~ � �uh| ���h rrvvithiothe mngeofuppmvod Samples and uppcuranc�ofudjoinin�compunonamzwcc�p c they are assembled or installed tu minimize contrast. ~— END 0FSECTION ~ _ ~~ ~— ~— ~~ ~— ~~ SITE FURNISHING 500-4 FY2O18University Avenue Reconstruction'Phase 1 vY�adoo.\o�a AECOM#60528991 Q�Cont,o�No.Voa ~~ SECTION 600 PLANTS PART 1 -GENERAL 1.1 SECTION INCLUDES A. Plant Preparation B. Plant Material C. Planting Preparation D. Planting E. Tree Stabilization F. Landscape Edging G. Finishing H. Maintenance& Warranty 1.2 DEFINITIONS A. Backfill:The earth used to replace or the act of replacing earth in an excavation. B. Balled and Burlapped Stock: Plants dug with firm, natural balls of earth in which they were grown, with a ball size not less than sizes indicated; wrapped with burlap, tied, rigidly supported, and drum laced with twine with the root flare visible at the surface of the ball as recommended by ANSI Z60.1. C. Container-Grown Stock: Healthy, vigorous, well-rooted plants grown in a container, with a well- - established root system reaching sides of container and maintaining a firm ball when removed from con- tainer. Container shall be rigid enough to hold ball shape and protect root mass during shipping and be sized according to ANSI Z60.l for type and size of plant required. —' D. Finish Grade: Elevation of finished surface of planting soil. E. Pesticide: A substance or mixture intended for preventing,destroying, repelling,or mitigating a pest. Pes- ticides include insecticides, miticides, herbicides, fungicides, rodenticides, and molluscicides. They also include substances or mixtures intended for use as a plant regulator,defoliant,or desiccant. Some sources classify herbicides separately from pesticides. F. Pests: Living organisms that occur where they are not desired or that cause damage to plants, animals,or people. Pests include insects, mites, grubs, mollusks (snails and slugs), rodents (gophers, moles, and mice), unwanted plants(weeds), fungi, bacteria, and viruses. G. Planting Area: Areas to be planted, PLANTS 600-1 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo, Iowa H. Planting Soil: Existing, on-site soil; imported soil; or manufactured soil that has been modified with soil amendments and perhaps fertilizers to produce a soil mixture best for plant growth. See Section 329113 "Soil Preparation" for drawing designations for planting soils. I. Plant; Plants; Plant Material: These terms refer to vegetation in general, including trees, shrubs, vines, ground covers,ornamental grasses,bulbs,corms,tubers,or herbaceous vegetation. J. Root Flare: Also called "trunk flare." The area at the base of the plant's stem or trunk where the stem or trunk broadens to form roots;the area of transition between the root system and the stem or trunk. K. Stem Girdling Roots:Roots that encircle the stems(trunks)of trees below the soil surface. L. Subgrade: The surface or elevation of subsoil remaining after excavation is complete, or the top surface of a fill or backfill before planting soil is placed. 1.3 COORDINATION A. Coordination Plant Installations with Seeding and other site work. Plant trees,shrubs, and other plants af- ter finish grades are established and before planting turf areas unless otherwise indicated. 1. When planting trees, shrubs, and other plants after planting turf areas, protect turf areas, and promptly repair damage caused by planting operations. 1.4 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.5 ACTION SUBMITTALS A. Product Data: For each type of product indicated. 1. Plant Materials: Include quantities,sizes,quality,and sources for plant materials. 2. Pesticides and Herbicides: Include product label and manufacturer's application instructions spe- cific to the Project. 3. Metal Landscape Edging: Provide cut sheet and technical installation specifications. B. Qualification Data; For landscape Installer. Include list of similar projects completed by Installer demon- strating Installer's capabilities and experience. Include project names, addresses, and year completed, and include names and addresses of owners'contact persons. C. Product Certificates: For each type of manufactured product, from manufacturer, and complying with the following: 1. Manufacturer's certified analysis of standard products. 2. Analysis of other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists,where applicable. D. Pesticides and Herbicides: Product label and manufacturer's application instructions specific to Project. PLANTS 600-2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No,933 Waterloo,Iowa 1.6 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful establish- ment of plants, I. Professional Membership: Installer shall be a member in good standing of either the Professional Landcare Network or the American Nursery and Landscape Association. 2. Experience:Three years'experience in landscape installation. 3. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when work is in progress. 4. Personnel Certifications: Installer's field supervisor shall have certification in one of the following categories from the Professional Landcare Network: a. Certified Landscape Technician - Exterior, with installation and maintenance specialty ar- ea(s),designated CLT-Exterior. b. Certified Ornamental Landscape Professional,designated COLP. 5. Pesticide Applicator: State licensed, commercial. B. Provide quality, size, genus, species, and variety of plants indicated, complying with applicable require- ments in ANSI Z60.1. C. Measurements: Measure according to ANSI Z60.1. Do not prune to obtain required sizes. 1. Trees and Shrubs: Measure with branches and trunks or canes in their normal position. Take height measurements from or near the top of the root flare for field-grown stock and container- - grown stock. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip to tip. Take caliper measurements 6 inches above the root flare for trees up to 4-inch caliper size,and 12 inches above the root flare for larger sizes. 2. Other Plants: Measure with stems,petioles,and foliage in their normal position. D. Plant Material Observation: Landscape Architect may observe plant material either at place of growth or at site before planting for compliance with requirements for genus, species, variety, cultivar, size, and quality. Landscape Architect may also observe trees and shrubs further for size and condition of balls and root systems, pests, disease symptoms, injuries, and latent defects and may reject unsatisfactory or defec- tive material at any time during progress of work. Remove rejected trees or shrubs immediately from Pro- ject site. 1. Notify Landscape Architect of sources of planting materials fourteen days in advance of delivery to site. 1.7 DELIVERY,STORAGE,AND HANDLING ... A. Packaged Materials: Deliver packaged materials in original, unopened containers showing weight, certi- fied analysis, name and address of manufacturer, and indication of compliance with state and Federal laws if applicable. Bulk Materials: 1. Do not dump or store bulk materials near structures, utilities, walkways and pavements,or on ex- isting turf areas or plants. 2. Provide erosion-control measures to prevent erosion or displacement of bulk materials; discharge of soil-bearing water runoff; and airborne dust reaching adjacent properties, water conveyance systems,or walkways. PLANTS b FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo, Iowa 3. Accompany each delivery of bulk materials with appropriate certificates. C. Do not prune trees and shrubs before delivery. Protect bark, branches, and root systems from sunscald, RM.! drying, windburn, sweating, whipping, and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of plants during shipping and delivery. Do not drop plants during delivery and handling. D. Handle planting stock by root ball. E. Apply antidesiccant to trees and shrubs using power spray to provide an adequate film over trunks(before wrapping),branches,stems,twigs,and foliage to protect during digging,handling,and transportation. I. If deciduous trees or shrubs are moved in full leaf,spray with antidesiccant at nursery before mov- ing and again two weeks after planting. F. Wrap trees and shrubs with burlap fabric over trunks,branches, stems, twigs, and foliage to protect from wind and other damage during digging, handling, and transportation. G. Deliver plants after preparations for planting have been completed, and install immediately. If planting is delayed more than six hours after delivery, set plants and trees in their appropriate aspect (sun, filtered sun,or shade),protect from weather and mechanical damage,and keep roots moist. 1. Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable mate- rial. 2. Do not remove container-grown stock from containers before time of planting. 3. Water root systems of plants stored on-site deeply and thoroughly with a fine-mist spray. Water as often as necessary to maintain root systems in a moist,but not overly wet condition. 1.8 FIELD CONDITIONS A. Field Measurements: Verify actual grade elevations, service and utility locations, and dimensions of plantings and construction contiguous with new plantings by field measurements before proceeding with planting work. B. Planting Restrictions: Plant during one of the following periods. Coordinate planting periods with maintenance periods to provide required maintenance from date of Substantial Completion. I. Spring Planting: March 15 to June 15. 2. Fall Planting: September 1 to November 15. C. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit planting to be performed when beneficial and optimum results may be obtained. Apply products during favorable weather conditions according to manufacturer's written instructions and warranty requirements. 1.9 WARRANTY A. Special Warranty: Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship,or growth within specified warranty period. I. Failures include, but are not limited to,the following: a. Death and unsatisfactory growth, except for defects resulting from abuse, lack of adequate maintenance,or neglect by Owner. PLANTS 600-4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No,933 Waterloo, Iowa _ _ b. Structural failures including plantings failing cv blowing over. c Faulty performance o[tree stabilization. 2. Warranty Periods: From date nf Substantial Completion. _ u. Trco:24 months. 6. All Other Plant Material: 12 months. -- 3. Include the following remedial actions asuminimum: u. Immediately remove dead p|000 and r*p|mz unless required to p|um in the succeeding planting season. 6. &cp|uoo plants that are more than 25 percent dead or in an unhealthy condition at end of warranty period. C. A limit ofone replacement oyeach plant is required except for losses orreplacements due -- to failure uu comply with requirements. d. Provide extended warranty for period equal to original warranty period, for replaced plant material. —~ 1.18 MAINTENANCE SERVICE —~ A. Initial Maintenance Service for Trees: Provide maintenance by skilled employees of landscape Installer. Maintain ao required in Part 3. Begin maintenance immediately after plants are installed and continue un- til plantings are acceptably healthy and well established but for not less than maintenance period below. ~~ |. Maintenance Period: 24 months from date o[substantial completion. B. Initial Maintenance Service for all other other plants: Provide maintenance 6y skilled employees o[land- scape Installer. Maintain as required in Purt3. Begin maintenance immediately uftcrplants are installed and cuobouc vnb\plantings are acceptably healthy and well established but for not less than maintenance period below. �~ |. Muio\cnunm: Period: 12 months from date ofsubstantial completion. C. Continuing Maintenance Proposal: From Installer to Owner, in the form o[ustandard yearly (or other period) maintenance agreement,starting on date initial maintenance service is concluded. State services, obligations, conditions, and terms for agreement period and for future renewal options. 1.11 MEASUREMENT AND PA1/M0NT _ A. Measurement and Values: The project is lump sum but contractor is required tosubmit a schedule of values for specified items. The following items ohuU be included as items in the schedule nyvalues. 1. Plants: Vu|uca for plant material xhuU be established per each plant. Unit value for plant material shall include but not hc limited mall mxtcrio|o, utility coordination, planting layout, staking, sub- grade p,cpannino' planting, hmck0|ing' guying. finish grading, mu|ching, and maintenance as —~ identified on the drawings and within this specification. 2. Landscape Edging: Value for landscape edging shall be established based on linear foot measure- ment. Unit value for landscape edging shall include but not be limited to all material, layout, cdg' inQ installation,and finishing. PLANTS on*o FYe»18 University Avenue Reconstruction' phame1 ~~ AECOM#60528991 City Contract No.983 — Waterloo, Iowa ~~ PART2 -PRODUCT8 2.1 PLANT MATERIAL A. General: Fumiok nursery-grown p|uoto � � to genus, species, vuricty, cu|dvur' stem Gonn, shearing, and other features indicated in Plant Lim.Plant Schedule,orPlant Legend indicated on Drawings and comply- ing with ANSI%60.); and with healthy root systems developed 6y transplanting orroot pruning,Provide well-shaped, fully branched, healthy, vigorous stock, densely foliated when in leaf and free oydisease, pests,eggs, |umuc,and defects such ao knots,yunocaN, injuries,abrasions,and disfigurement. ~� I Trees with damaged, crooked, urmultiple |cudc,o; tight vertical branches where bark iosqueezed between two branches or between branch and trunk ("included bark"); crossing trunks; cut-off limbs more than 3/4 inch in diameter;or with stem girdling roots are unacceptable. ~~ 2. Collected Stock: Do not use plants harvested from the wild, from native otundn, from an estab- lished landscape planting,ur not grown in nursery unless otherwise indicated. B. Provide plants of sizes, grades, and hu\| or containercontainersizes complying with ANSI Z60.1 for types and ~~ form ufplants required. Plants n[u larger size may be used if acceptable to Architect, with uproportion- ate increase in size of roots orballs. C. Booc'8a|| Depth: Furnish trees and shrubs with root balls measured from top of root ball,which begins at ~� root flare according tn ANSI Z6O.i.Root flare shall bo visible before planting. D. Labeling: Label each tree/shrub and one ofeach mass ing nf grnundcuvcrurperennial. Label shall identi- fy variety, size, and caliper with u securely unuchnd, waterproof tag bearing legible designation ofcom- mon ~~ name and full scientific name, including and spcoics� Include nomenclature h�, hybrid, varie- ty,or cultivar,if applicable for the plant. ~~ 2 Provide healthy, disease-free plants of species and variety mm y shown or|io\od'with we '�s1ah|iakod sya' � trms reaching to sides ofthe container to maintain u firm ball,but not with excessive rout growth encir- cling the container.Provide only plants that are acclimated to outdoor conditions before delivery. 2.2 FERTILIZERS ~_ A. Planting 7a6ic� Tightly compressed chip-type, long-lasting, olow'n:\nus*, commercial-grade planting fertilizer in tablet form. Tu6\co ohu|i 6muk down with soil bacteria, converting nutrients into u form that can b*absorbed byp)umrnom. �~ i' Size: i0'grumtablets. 2 Nutrient Composition: 2Vpcnzmni�vgrn. \O percent phosphorous, and 5 pcnzmpo�uooivm. h� weight plus micmnmricmts. ~~ 2.3 MULCHES ~~ A. Organic Mulch: Free from deleterious materials and suitable us u top dressing o[trees and shrubs,consist- ing of one of the following: i Type:Thp|+Sh,rddcd. \00%Organic,Hardwood Mulch. 2. Size Range: ] inches maximum. 3. Color:Natural Dark Brown. 4. No dyes or chemicals. — ~~ 600-6 FYuo18 University Avenue Reconstruction'Phase 1 PLANTS �c�d� Iowa AEQJM#605289e1 City Contract mn�9oa . ~~ 2.4 PESTICIDES A. General: Pesticide registered and approved by the EPA, acceptable to authorities having jurisdiction,and of type recommended by manufacturer for each specific problem and as required for Project conditions _ and application. Do not use restricted pesticides unless authorized in writing by authorities having juris- diction. B. Pre-Emergent Herbicide(Selective and Nonselective):Effective for controlling the germination or growth of weeds within planted areas at the soil level directly below the mulch layer. C. Post-Emergent Herbicide(Selective and Nonselective): Effective for controlling weed growth that has al- ready germinated. 2.5 TREE STABILIZATION MATERIALS A. Stakes and Guys: 1. Upright and Guy Stakes: Rough-sawn, sound, new hardwood, free of knots, holes, cross grain, and other defects,2-by-2-inch nominal by length indicated,pointed at one end. 2. Wood Deadmen: Timbers measuring 8 inches in diameter and 48 inches long,treated with speci- fied wood pressure-preservative treatment. _ 3. Flexible Ties: Wide rubber or elastic bands or straps of length required to reach stakes or turn- buckles. 4. Guys and Tie Wires: ASTM A 641/A 641M, Class I, galvanized-steel wire, two-strand, twisted, 0.106 inch in diameter. 5. Tree-Tie Webbing: UV-resistant polypropylene or nylon webbing with brass grommets. 6. Guy Cables: Five-strand, 3/16-inch-diameter, galvanized-steel cable, with zinc-coated turnbuck- les,a minimum of 3 inches long, with two-3/8-inch galvanized eyebolts. 7. Flags: Standard surveyor's plastic flagging tape, white,6 inches long. 8. Proprietary Staking-and-Guying Devices: Proprietary stake and adjustable tie systems to secure each new planting by plant stem; sized as indicated and per manufacturer's written recommenda- tions. a. Products: Subject to compliance with requirements, available products that may be incor- porated into the Work include, but are not limited to,the following: 1) Arborbrace; ArborBrace Tree Guying System. 2) Decorations for Generations, Inc.; Reddy Stake or Mega Stake System. 2.6 LANDSCAPE EDGING 1. Aluminum Edging: Standard-profile extruded-aluminum edging, ASTM B 221, Alloy 6063-T6, fabricated in standard lengths with interlocking sections with loops stamped from face of sections to receive stakes. a. Edging Size: 3/16 inch thick by 6 inches deep b. Stakes: Aluminum, ASTM B 221, Alloy 606I-T6,approximately 1-1/2 inches wide by 12 inches long. c. Finish: Mill(natural aluminum). d. Machine bent corners and curves. e. Manufacturers: PLANTS 600-7 FY 2016 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No,933 Waterloo, Iowa ~- ~~ \) Permaloc-CleanLine XL Aluminum Landscape Edging; 13505 Barry Street, Hol- land,MI;phone: 616'399-9600. 2) Cun~r*c Aluminum Landscape Edging; \Vuy|und`MU; phone: 800'366-2878. ]) Cv approved equal. B. Stakes and Guys: ' d hardwood, � [knom holes, cme� �n�n \� UpriQ�� undGuy Stakes: Rou�6'ouwn' ouun sound, free ' . ' ~~ and other defects,2-by-2-inch nominal by length (ndicutrd,pointed at one-end. l. VYoodDcadm*n: Timbers measuring inches in diameter and 48 inches long,treated with speci- fied wood pressure-preservative treatment. 3. Flexible Tics: Wide rubber or c\usdc bands or straps of length required to poach stakes or turn' ~_ hucNro. C Guys and Tic Wires: &8TM & 641/A 641M' Omo i' gdvuni zed-steel wire, two-strand, twisted, O]O6 inch indiameter. 5 Tree-Tie c�'ir Webbing: UV-resistant po�pmpy|eoccxnykm webbingwhh hmo grommets. ~~ 6 Guy Cables: Five-strand, 3/\6-inch-diameter,� galvanized-steelgalvanized-steelcu6\cable, with zinc-coated mmhuck, \couminimumo8 inches long,with t*m'3/8'inuh galvanized eyebolts. ?. Flags: Standard surveyor's plastic flagging tape,white,white,6 inches long. ~� 8 Proprietary Staking-and-Guying Devices: Proprietary stake and adjustable tie systems to secure� '-'each new planting by plant stem; sized as indicated and per manufacturer's written recommenda- tions. a. Products: Subject m compliance with requirements, available products that may be incor- porated into the Work include,but are not limited to,the following: |) Adhmbmce;Arbo,Bnuc Tree GuyingSyatem. ~- I) Decorations for Generations, Inc.;Reddy Stake orMega Stake System. _ 2.7 MISCELLANEOUS PRODUCTS A' &ntidooiccant: Water-insoluble emulsion,pcnneub|c moisture retarder,film forming, for trees and shrubs. Deliver i original, mcn|cd and [uUy \abdod containers and mix according »omunu�cmrc/o written in- structions. ~- PART 3- EXECUTION 3.1 EXAMINATION ~~ A. Examine areas to receive plants, with Installer present, for compliance with requirements and conditions affecting installation and performance o[the Work. \ Verify that nn foreign ordeleterious material or liquid such as paint, paint washout, concrete slur- ry, concrete layers orchunks, uemcnt, plaster, oils, gasoline, diesel fuel, paint thinner, turpentine, tm,roofing compound,or acid has been deposited in soil within u planting area. ~� 2� Verify that plants and vehicles loaded with plants can travel m planting locations with adequate overhead clearance. 1Suspend planting operations during periods of excessive soilmoimurr until the moisture content reaches acceptable levels to attain the required results. ~~ 4, Uniformly moisten excessively dry soil that is not workable nrwhich is dusty. ~- �oo'O FY2O1B University Rpocnu� oUon'Phase 1 AECOM pu�NT� �� m #605289e1 City Contract No.yoo Waterloo,Iowa ~~ B. If contamination by foreign or deleterious material or liquid is present in soil within a planting area, re- move the soil and contamination as directed by Architect and replace with new planting soil. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities and turf areas and existing plants from damage caused by planting operations. B. Install erosion-control measures to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. C. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations,outline are- - as, adjust locations when requested, and obtain Owner's acceptance of layout before excavating or plant- ing.Make minor adjustments as required. D. Lay out plants at locations as shown on drawings.. Stake locations of individual trees and shrubs and out- line areas for multiple plantings. E. Apply antidesiccant to trees and shrubs using power spray to provide an adequate film over trunks(before wrapping),branches,stems,twigs,and foliage to protect during digging,handling,and transportation. l. If deciduous trees or shrubs are moved in full leaf, spray with antidesiccant at nursery before mov- ing and again two weeks after planting. F. Wrap trees and shrubs with burlap fabric over trunks, branches, stems,twigs, and foliage to protect from wind and other damage during digging,handling,and transportation. 3.3 PLANTING AREA PREPARATION AND FINISHING A. Prepare planting area for soil placement and mix planting soil in accordance with specifications and de- tails. B. Loosen and subgrade of non-tree planting areas to a minimum depth of 6 inches. Remove stones larger than I inch in any dimension and sticks,roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. Scarify subgrade soil surface to a depth of 3". I. Apply superphosphate fertilizer directly to subgrade before loosening. 2. Spread topsoil, apply soil amendments and fertilizer on surface, and thoroughly blend planting soil. a. Delay mixing fertilizer with planting soil if planting will not proceed within a few days. b. Mix lime with dry soil before mixing fertilizer. 3. Spread planting soil to a depth of 10 inches but not less than required to meet finish grades after natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessively wet. a. Spread approximately one-half the thickness of planting soil over loosened subgrade. Mix thoroughly into top 4 inches of subgrade. Spread remainder of planting soil. PLANTS 600-9 FY 2019 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo, Iowa ~— C. »mooth, uniform surface plane with loose, uniformly fine tex- ture. Roll und mkc.remove ridges,and MU depressions to meet finish grades. D. Before planting,obtain owner's acceptance o[finishgrading; n:ovon;planting areas if eroded or otherwise disturbed after finish grading. ~- 3.4 EXCAVATION FOR TREES AND SHRUBS A. Planting Pits and Trenches: Excavate circular planting pits. ~_ \ Excavate planting pits with sides sloping inward at u 45'dcg,c* unQ|n. Excavations with vertical sides are unacceptable. Trim perimeter of bottom leaving center area of bottom raised slightly to support root ball and assist in drainage away from center. Du not further disturb base. Ensure that ~_ root ball will sit on undisturbed base soil tu prevent settling. Scarify sides of planting pit smeared or smoothed during excavation. 1 Excavate approximately two times uswide as ball diameter for balled und6ur|uppcJ stock. 3. Excavate at \cag 12 inches wider than root spread and deep enough m accommodate vertical mu«a ~~ 0or6ure'mot stock. 4. Do not excavate deeper than depth o[the root ball, measured from the mot 0urc to the bottom of the root buU. ~_ 5. If area under the plant was initially dug too deep, add soil to raise it to the correct |wvc| and thor- oughly tumpthoaddrdsoi|topruvontucuUng. 6� Maintain angles o[repose o[adjacent materials tn ensure stability. Do not excavate au68rudcsoy adjacent paving, stmcturcx.hurdacaps.or other new orexisting improvements. ~~ 7. Maintain supervision of excavations during working hours. 8. Keep excavations covered nr otherwise protected ovcmight. 9. If drain tile is indicated on Drawings or required under planting areas, excavate to top of porous huckQ|over tile.B. BmckfiU Soil: Subsoil and topsoil removed from excavations muy be used us6ackfiUsoil unless otherwise indicated. ~~ C. Obstructions: Notify Architect if unexpected rock or obstructions detrimental to trees or ohmha are en- countered in excavations. ~— \ Hardpan Layer: Drill 6'inch diameter holes,24 inches upun, into free-draining strata urmudepth of|0 feet,whichever is less,and huok6U with free-draining material. D. Drainage:Notify Architect if subsoil conditions evidence unexpected water secpo�evrr:tcnh tr ee ~~ shrub planting pits. E� Fill excavations with water and allow bo percolate away before positioning trees and shrubs. �~ 3.5 TREE AND SHRUB PLANTING A. Inspection: At time of planting, verify that root Omr is visible at mop of root ball according to ANSI Z60.1. If root flare is not visible, remove soil in vlev*i manner from the root ball to where the top- most mot emerges from the trunk. After soil removal to rxpuac the root Ome. verify that root hoU still ~_ meets size requirements. B. Roots: Remove stem girdling roots and kinked roots, Remove injured roots by cutting cleanly; do not break. ~- PLANTS 600'10 Fv2O18Univem|ty Avenue RecmnstmoVon'Phase 1 AECOMwGos2G991 City Contract No.nuo VYmedon. Iowa ~ C. Slopes: When planting on slopes, set the plant so the root flare on the uphill side is flush with the sur- rounding soil on the slope; the edge of the root ball on the downhill side will be above the surrounding soil. Apply enough soil to cover the downhill side of the root ball. D. Set balled and burlapped stock plumb and in center of planting pit or trench with root flare 2 inches above adjacent finish grades. 1. Use planting soil for backfill. 2. After placing some backfill around root ball to stabilize plant, carefully cut and remove burlap, rope, and wire baskets from tops of root balls and from sides, but do not remove from under root balls. Remove pallets, if any, before setting. Do not use planting stock if root ball is cracked or broken before or during planting operation. 3. Backfill around root ball in layers, tamping to settle soil and eliminate voids and air pockets. When planting pit is approximately one-half filled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. 4. Place planting tablets in each planting pit when pit is approximately one-half filled; in amounts recommended in soil reports from soil-testing laboratory. Place tablets beside the root ball about 1 inch from root tips; do not place tablets in bottom of the hole. 5. Continue backfilling process. Water again after placing and tamping final layer of soil. E. Set container-grown stock plumb and in center of planting pit or trench with root flare 2 inches above ad- jacent finish grades. I. Use planting soil for backfill. 2. Carefully remove root ball from container without damaging root ball or plant. 3. Backfill around root ball in layers, tamping to settle soil and eliminate voids and air pockets. When planting pit is approximately one-half filled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. 4. Place planting tablets in each planting pit when pit is approximately one-half filled; in amounts recommended in soil reports from soil-testing laboratory. Place tablets beside the root ball about 1 inch from root tips;do not place tablets in bottom of the hole. 5. Continue backfilling process. Water again after placing and tamping final layer of soil. 3.6 TREE AND SHRUB PRUNING A. Remove only dead,dying,or broken branches. Do not prune for shape. B. Prune,thin,and shape trees,shrubs,and vines as directed by Architect. C. Prune, thin, and shape trees according to standard professional horticultural and arboricultural practices. Unless otherwise indicated by owner do not cut tree leaders; remove only injured, dying,or dead branch- es from trees and shrubs; and prune to retain natural character. D. Do not apply pruning paint to wounds. 3.7 TREE STABILIZATION A. install trunk stabilization as follows unless otherwise indicated: PLANTS 600-11 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo, Iowa ~— ~~ \ O��� ��� o� ���� �� �� of2 hoh 5- nh aipe , Sk re o e » hn 2 i dd Dy i imomo[�vm �ukc oy|enghrc' inch cu lip :ronk/ m rnquiud m prvro w n p mu w: u m n "^= qoin:dmpcnenocut|cast 18 inches below bottom ofbuckQicd excavation and tu extend utleast ~~ 72 inches or one-third o[trunk height above grade. Set vertical stakes and space tn avoid penetrat- ing mmhalborpnutmuoso. 2. Use two stakes for trees up to 12 feet high and 2'1/2 inches or less in caliper;three stakes for trees less than 14 feet high and uptu4 inches in ou\\per. Space stakes equally around trees. ~~ ]. Support tnr*a with bands of flexible ties at contact points with tvcc trunk. &Uo°enough stack to avoid rigid restraint of tree. 4. Suppo �rccswiU`�wootmndao�bcxirc, conncc\ndto[k� hmss �mmmrtsof����icwc�h�n�m � contact points with tree trunk. Allow enough stack to avoid rigid restraint oytree. ~~ B. Guying and Staking: Guying trees more than 14 frr\ in height and more than 3 inz6cu in caliper unless otherwise indicated. Securely attach no fewer than three guys to stakes 30 inches long,driven to grade. ~_ C. Root-Ball Stabilization: Install at-or below-grade stabilization system to secure each new planting by the root ball unless otherwise indicated. ~— 1 Wood Hold-Down Method: Place vertical st akes side of root ball and drive them into sub' ' ooi|; p|acekorizunminmodho|d'6nwnxtakouumsompo[mot6oUundoopxwoieuckendtooneoy the vertical stakes. ~_ u. Install stakes o{length required »o penetrate u1least 18 inches below bottom nyback0|cd excavation. Saw stakes off ut horizontal stake. h. Install screws through horizontal hold-down and penetrating at |omt } inch into stakes. ~~ Predrill holes if necessary mprevent splitting wood. C. Install second set o[stakes un other side o[root trunk for larger trees auindicated. 2 Proprietary Root-Ball Stabilization Device: Install root-ball stabilization system sized and posi- tioned as recommended by manufacturer unless mhcnvisc indicated and according oomunufacmr- er'xwriu:ninstruuUons. _ 3.8 HERBACEOUS PLANTING A. Set out and space plants other than trees and shrubs as indicated on Drawings in even rows. ~~ B. Use planting soil fbrhuokfiU C. Dig holes large enough to allow spreading ofroots. ~~ D. For rooted cutting plants supplied in Oaty, plant each in manner that minimally disturbs the root system but tnu depth not less than two nodes. ~~ E� Work soil around roots to eliminate air pockets and leave«slight saucer indentation around plants mhold water. R Water thoroughly after planting,taking care not»n cover plant crowns with wet soil. G Protect plants from hot sun and wind; remove protection if plants show evidence o[recovery from trans- planting uhnck. ~~ oOo 42 PY oO1Ou�ve,s/�Avenue Reconstruction Phase` '12PLANTS Ci1vComra vVauadoo���u�n3o 'Iowa ~~ AECUMoO0au8ea1 ~~ 3.9 LANDSCAPE METAL EDGING A. Landscape edging to be installed between all planted areas and lawn areas within the median. B. Landscape edging shall be installed to be flush with adjacent grades. 3.10 PLANTING AREA MULCHING A. Mulch backfilled surfaces of planting areas and other areas indicated. 1. Trees in Turf Areas: Apply mulch ring of 3-inch average thickness, with 36-inch radius around trunks or stems or as specified in drawings. Do not place mulch within 3 inches of trunks or stems. 3.11 PLANT MAINTENANCE A. Maintain plantings by pruning, cultivating, watering, weeding, fertilizing, mulching, restoring planting _ saucers, adjusting and repairing tree-stabilization devices, resetting to proper grades or vertical position, and performing other operations as required to establish healthy, viable plantings for the duration of the maintenance periods. B. Fill in,as necessary, soil subsidence that may occur because of settline or other processes.Replace mulch materials damaged or lost in areas of subsidence. C. Apply treatments as required to keep plant materials, planted areas, and soils free of pests and pathogens or disease. Use integrated pest management practices when possible to minimize use of pesticides and re- duce hazards. Treatments include physical controls such as hosing off foliage, mechanical controls such as traps,and biological control agents. 3.12 PESTICIDE APPLICATION A. Apply pesticides and other chemical products and biological control agents according to authorities hav- ing jurisdiction and manufacturer's written recommendations.Coordinate applications with Owner's oper- ations and others in proximity to the Work.Notify Owner before each application is performed. B. Pre-Emergent Herbicides (Selective and Nonselective): Apply to tree, shrub, and ground-cover areas ac- cording to manufacturer's written recommendations.Do not apply to seeded areas. —� C. Post-Emergent Herbicides (Selective and Nonselective): Apply only as necessary to treat already- germinated weeds and according to manufacturer's written recommendations. 3.13 REPAIR AND REPLACEMENT A. General: Repair or replace existing or new trees and other plants that are damaged by construction opera- tions, in a manner approved by Owner. 1. Perform repairs of damaged trunks,branches,and roots within 48 hours. 2. Replace trees and other plants that cannot be repaired and restored to full-growth status, as deter- mined by Owner. mime PLANTS 600-13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo, Iowa _ 8 Remove and replace trees that are more thun2j pcocm dead nrinuo unhealthy condition before the end of the corrections period or are damaged during construction operations that Owner determines are inca- pable of restoring to normal growth pattem. |, Provide new trees n[same size and species us those being replaced. 3.14 CLEANING AND PROTECTION A. During p|uobog' keep adjacent paving and construction clean and work area in an orderly condition, Clean wheels of vehicles before leaving site to avoid tracking soil onto roads,walks,or other paved areas, ~~ B. Remove surplus soil and waste material including excess subsoil, unsuitable soil,trash,and debris and le- gally dispose of them off Owner's property. _ C. Protect plants from damage due to landscape operations and operations o[other contractors and trades. Maintain protection during installation and maintenance periods. T,cuc, repair, or replace damaged plant- ings. _~ D. After installation and before 8ubatunho| Completion,remove nursery tags, nursery stakes,tie tape, |ubc|o, wire, 6udup'and other debris from plant material,planting areas,and Project site. _ 3.15 MAINTENANCE SERVICE A. Maintenance Service for Trees: Provide maintenance by skilled employees of landscape Installer. Main- tainearequircd in "Plant Maintenance" Article. Begin maintenance immediately after plants are installed and continue until plantings are acceptably healthy and well rsm6|iykcd' but for not less than maintenance period below: -- l. Maintenance Period: 24 months from date of Substantial Completion. B. Maintenance Service for all Other Plants:Provide maintenance by skilled employees of landscape Install- er. Maintain as required in "Plant Muintcnancc" Article. Begin maintenance immediately after plants are installed and continue until plantings are acceptably healthy and well established, but for not less than maintenance period below: ~- |. Maintenance Period: \2 months from date nf Substantial Completion. _ END 0FSECTION _ -- ~- _ PLANTS 800'14 FY2o10 University Avenue Reconstruction' Phase 1 ~~ AECOM#60528991 City Contract No.o33 Waterloo,Iowa ~~ 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 F 'st Part of the accompanying contract, acting through its authorized representative. 2. COUNCIL. The duly elected Council of the City of Waterloo, Iowa. 3. ENGINEER. The City Engineer of Waterloo, Iowa, or his authorized representative. 4. INSPECTOR. The authorized representative of the Engineer, assignee to the detailed inspection of the work or materials therefor 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 a 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 Engineer and approved by :he City Council, official copies of which are now on file with the City Clerk. 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 GENERAL SPECS GS-1 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa the work, the official contract and specifications, the Proposal, official plans, and all supplemental — agreements entered into by the parties to the contract. 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. 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 engineer 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 Engineer 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, GENERAL SPECS GS-2 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 Engineer immediately, in writing, and the Engineer 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 Engineer. 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 Engineer 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 Waterloo Water Works for a temporary water connection from a fire hydrant or by some other connection method. Water usage will be charged at the rate for temporary water service. The rules, regulations, and water rates are available at the Waterloo Water Works offices at 325 Sycamore Street or their telephone number is 319-232-6280. 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 Engineer to secure the completion of the various portions of the work in general harmony. 11. CLOSING STREETS TO TRAFFIC. The Engineer 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. GENERAL SPECS GS-3 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 Engineer 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 Engineer. 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 Engineer, 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. SECTION C -CONTROL OF MATERIALS AND WORK — 1. SUPERVISION AND INSPECTION. The Engineer 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 Engineer 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 Engineer 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 Engineer'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 Engineer timely notice of readiness for inspection. If the inspection is to be made by authority other than the Engineer, the Contractor shall notify the engineer of the date fixed for inspection. Inspections by the Engineer 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 Engineer, it must, if required by the Engineer, be uncovered for examination at the Contractor's expense. Re-examination of questioned work may be ordered by the Engineer, 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 Engineer 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 GENERAL SPECS GS-4 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 Engineer. 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 ENGINEER. The Engineer 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. ENGINEER'S DECISIONS. The Engineer 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 Engineer 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 Engineer 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. -- 6. SUPERINTENDENCE. The Contractor shall keep on his work during its progress a competent superintendent and any necessary assistants, all satisfactory to the Engineer. The Superintendent shall not be changed except with the consent of the Engineer, 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 Engineer any error, inconsistency, or omission which he may discover. 7. REMOVAL OF UNAUTHORIZED WORK. Work done without lines and grade being give, 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 engineer as failing to conform to the Contract; whether incorporated in the work or not, and the Contractor shall promptly replace and re-execute his GENERAL SPECS GS-5 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 Engineer. — 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 Engineer. 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 Engineer 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 Engineer so orders, and shall not be re-employed unless express permission be given by the Engineer. 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 Engineer. — 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 Engineer shall approve both such action and the amount charged to the Contractor. GENERAL SPECS GS-6 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 Engineer 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 Engineer 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 Engineer. 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 Engineer pending arbitration; or by any cause which the Engineer shall decide justifies the delay, then the time of completion shall be extended for such reasonable time as the Engineer may decide will compensate for such delay. No such extension shall be made for delay occurring more than thirty (30) days before claim therefor is made in writing to the Engineer. 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 Engineer 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 GENERAL SPECS GS-7 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 Engineer; 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 Engineer 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 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 Engineer. 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. SECTION E - MEASUREMENTS AND PAYMENT 1. STANDARD OF MEASUREMENT. All work completed under the contract shall be measured by the Engineer according to the United States standard measures. 2. SCOPE OF PAYMENTS. The Engineer's measurements of quantities shall be the basis for final payment for the work performed under this Contract. After the work is completed, the Engineer 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 Engineer 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 therefor 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 therefor, 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. _ GENERAL SPECS GS-8 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 Engineer. The Engineer 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 Engineer 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 Engineer 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 Engineer as an extra s heretofore provided, the Contractor shall notify the Engineer, 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 Engineer 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 engineer and the fact that the Engineer 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. 6. COMPLETION REPORT AND OBJECTIONS THERETO. Within ten (10) days after the full completion of the work to be done under this contract, the Engineer 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 Engineer shall, within ten (10) days, prepare a new statement, a copy of which shall in like manner be — delivered unto the Contractor. The Engineer will not file a formal completion report with the City until the Contractor has approved the same. If the figures of the Engineer 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 Engineer 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 GENERAL SPECS GS-9 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 Engineer 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. 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 engineer'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 therefor. 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 Engineer 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 therefor, 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. GENERAL SPECS GS-10 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa (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 The Contractor shall have the City of Waterloo, Iowa, and AECOM Technical Services, Inc., 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 Engineer, to insure the safety of the public as well as those engaged on the work. All barricading plans shall be approved by the City Engineer. 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. — GENERAL SPECS GS-11 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 Engineer in writing of the names of the Subcontractors proposed for the work — and shall not employ any that the Engineer 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 Engineer. The demand for arbitration shall be filed in writing with the Engineer, 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 Engineer 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 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. GENERAL SPECS GS-12 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 12. PERFORMANCE AND PAYMENT BONDS. 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 written bonds 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 and payment by the Contractor of all the covenants and agreements on the part of the Contractor contained in this contract. These bonds 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 Engineer 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 Engineer 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 therefor, 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. GENERAL SPECS GS-13 of 13 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa THIS PAGE LEFT BLANK INTENTIONALLY 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 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. SUPPLEMENTAL GENERAL SPECIFICATIONS SGS-1 of 1 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa THIS PAGE LEFT BLANK INTENTIONALLY FORM OF CONTRACT CONTRACT FOR THE CONSTRUCTION OF FY 2018 UNIVERSITY AVENUE RECONSTRUCTION - PHASE 1 CITY OF WATERLOO, IOWA CONTRACT NO. 933 This contract made and entered into this day of , 20_, 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 FY 2018 UNIVERSITY AVENUE RECONSTRUCTION — PHASE 1, Contract No. 933, and furnish all necessary tools, equipment, materials, and labor necessary to do all the work called for in the plans and specifications in a workmanlike 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 engineer. 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 it on or before , 20 , 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 therefor 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 FORM OF CONTRACT C-1 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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. 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 Engineer. 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 Engineer. -- 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. -- FORM OF CONTRACT C-2 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa 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 the Notice to Contractors, the amount of money due the Contractor for work performed and accepted, at the unit prices set out in the Contractor's proposal,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 cleanup said streets, and to save the City harmless from any damage allegedly resulting from a failure to clean up and remove the debris or put the street 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% 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. 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 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. FORM OF CONTRACT C-3 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa CITY OF WATERLOO, IOWA Mayor City Clerk Contractor BY: Title: Approved by the City Council of the City of Waterloo, Iowa, this day of , 20_. ATTEST: , City Clerk Waterloo, Iowa =- FORM OF CONTRACT C-4 of 4 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That we, of (the"Principal"), and of (the"Surety"), are held and firmly bound unto the City of Waterloo, Iowa (the"Obligee"), in the penal sum of -- Dollars($ ), lawful money of the United States, for the payment of said sum in connection with a contract(the"Contract") dated on or about for the purpose of . The Contract is incorporated herein by reference as though fully set forth herein. Whenever the Principal shall be and is declared by the Obligee to be in default under the Contract, with the Obligee having performed its obligations in the Contract, then the Surety, acknowledging that time is of the essence, may promptly remedy the default, or shall promptly undertake to: 1. Complete the Contract in accordance with its terms and conditions; or 2. Obtain one or more bids for completing the Contract in accordance with its terms and conditions, and upon determination by the Surety of the lowest responsible bidder, or negotiated proposal, or, if the Obligee elects, upon determination by the Obligee and the Surety jointly of the lowest responsible bidder, or negotiated proposal, arrange for a contract between such party and the Obligee. The Surety will make available as work progresses sufficient funds to pay the cost of completion less the balance of the Contract price. The cost of completion includes responsibilities of the Principal for correction of defective work and completion of the Contract, the Obligee's legal and design professional costs resulting directly from the Principal's default, and liquidated damages or actual damages if no liquidated damages are specified in the Contract. The term "balance of the Contract price" means the total amount payable by the Obligee to the Principal under the Contract and any amendments thereto, less the amount properly paid by the Obligee to the Principal; or -- 3. Determine the amount for which it is liable to the Obligee and pay the Obligee that amount as soon as practicable. In the event this bond is enforced, Principal and Surety agree to indemnify Obligee and hold Obligee harmless from and against any and all costs of enforcement, including but not limited to reasonable attorneys' fees and expenses. Every Surety on this bond shall be deemed and held, any contract to the contrary notwithstanding, to consent to each and all of the following matters, 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 one (1) year 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. PERFORMANCE BOND PFB-1 of 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa If the Principal performs the Contract, then this bond shall be null and void; otherwise it shall remain in full force and effect. In no event shall the Surety's total obligation exceed the penal amount of this bond. Terms used herein shall include, as appropriate, the singular or plural number, or the masculine, feminine or neuter gender. IN WITNESS WHEREOF, the undersigned Principal and Surety have executed this Performance Bond as of PRINCIPAL SURETY Name Name By: By: Title: Title: [attach Power of Attorney] — NOTE: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership, all partners should execute BOND. If this project includes Federal Funds, the following applies to the,payment bond:', IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most — current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. PERFORMANCE BOND PFB-2 of 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: that (Name of Contractor) (Address of Contractor) a , hereinafter called Principal, (Corporation, Partnership or Individual) and, (Name of Surety) (Address of Surety) hereinafter called Surety, are held and firmly bound unto (Name of Owner) (Address of Owner) hereinafter called OWNER, in the penal sum of Dollars,($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the OWNER, dated the day of , 20_, a copy of which is hereto attached and made a part hereof for the construction of: FY 2018 UNIVERSITY AVENUE RECONSTRUCTION - PHASE 1 CITY OF WATERLOO, IOWA CITY CONTRACT NO. 933 NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms, SUBCONTRACTORS, and corporations furnishing materials for or performing labor in the prosecution of the WORK provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such WORK, and all insurance premiums on said WORK, and for all labor, performed in such WORK whether by SUBCONTRACTOR or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the WORK to be performed thereunder or the SPECIFICATIONS accompanying the same shall in any wise affect its PAYMENT BOND PB-1 of 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa obligation on this BOND, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the WORK or to the SPECIFICATIONS. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS HEREOF, this instrument is executed in counterparts, each one (number) of which shall be deemed an original, this the day of , 20 ATTEST: Principal (Principal) Secretary -- (SEAL) By (s) (Address) (Witness as to Principal) (Address) (Surety) ATTEST: By Attorney-in-Fact Witness as to Surety (Address) (Address) (Aeddress) NOTE: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership, all partners should execute BOND. If this project includes Federal Funds, the following applies to the payment bond: IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most current list(Circular 570 as amended) and be authorized to transact business in the State where the project is located. _ PAYMENT BOND PB-2 of 2 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa APPENDIX 1. CHANGE ORDER FORM CHANGE ORDER NO. Owner Date Project Owner's Contract No. Contractor Date of Contract Start $ You are directed to make the following changes in the Contract Documents. Description: Reason for Change Order: CONTRACT PRICE CONTRACT TIMES (Calendar Days) To substantial To final completion completion Original: $ Original Completion Date: Previous C.O.'s(ADD/DEDUCT): $ Previous CO's(ADD/DEDUCT): This C.O. (ADD/DEDUCT): $ This C.O. (ADD/DEDUCT): Contract Price with all REVISED: approved Change Orders: $ Revised Completion Date: It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s)ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above, there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. APPROVED: By: OWNER(Authorized Signature) Date ACCEPTED: By: CONTRACTOR(Authorized Signature) Date AECOM 60528991 / Project Change Number Order No CHANGE ORDER FORM CO-1 FY 2018 University Avenue Reconstruction-Phase 1 AECOM#60528991 City Contract No.933 Waterloo,Iowa THIS PAGE LEFT BLANK INTENTIONALLY ROAD PLANS .c >... ao N 3 0 o c O E ri o y g ca o)• y V o o Wca O W c o c ° 2 c N - O N 0 � E c N c) g c° � ct c� 0 aQi .!E OW O C a O a) O O -o V] a) re I_- o cn� U� oc > Qci u_Y — Q u o,o Co Co ^ zO c,i o ) 4 0 = a F-1 2 C.y O N C U O) >. w iE cn Z ONUO N'O 2� a) a —I U-ooN No y ` Y C/� c o 0 c o Q iii- E• fppO a,a. � U . to C7a Cco 0 j Q N (`N N a) ',. ¢ 111 E5 >a,� >jo �3 (4 0 w EH 3 cn wri co v, t- C E 1 -e\I- F 3 I o m 1 + -oo 0 o w o 0 E Q m w . d ' a) )VC N a E w d o \ T c c a — a_ a 0 • o oV -o _c I- < > m Ea CO 7 c .c c w C U) a� a) v © a) II U ...... rn c o ca . o O O aO N i dI- • _ m OO CO O a T >w it n C N, c d V) c0 = a cn o�sa — y — I FIGURE 2010.102 I SHEET 1 OF 1 O o M w m N O M N �o T CI T C ? 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Tip, � (nu : ,... , ., Ts a I FIGURE 7030.207 I SHEET 1 OF 1 0 m o p 'c n 15 tIDas1,)0E6 °Y v@ a N�-0 ° c � g tV N a. °�� 0 c mw E ac°i ° c > O w c ° a) o)o E ° N'c a) m 1 M w o Ur '0.,_ ° N N a o a) co . 0 z p y Z oE � N o• f • £2 �� �YimcYi3c°i CO°- ti V Z -°_%-� = 'o > a» w_c gate— ° C/) 40i Q~ N r 3.N 3 °'03 C y as 0 ° 0 a'°d a) >, V H O J w — ° m c� w o d Ea ° ° m� E8t ° tu', a v-cw_c 0,n0a) a8 .,— cn `U� d m o � N n= aoLa@ Q Wo N = 2 p OU W c cY .0 f il mi� as c — a3:�' 0 O a3 m m pit: m 1 I > > . . . 3 > w E I / 4 4 4 — N I >i co I c > �; 'i a _... .., . ......, , ,. . . ... . • , _, c g I E E Q < to a CC a) N IN E ca c COI p —I 0 c.) N J O m sa — CO2 m 2.I a) d N s. = Q CO 0- c7 I E a 0 2o E o_ 1 0 ;,I CV — � � 0 6 I + ENt I •.... fj 't.' .\ I l I 0 \ I a ssss\\ • > \\ \ O > I > > I > 4 > > �> I I FIGURE 7030.210 I SHEET 1 OF 1 � ` cn m Ike o 2 � w 2 ? 2 75E §/ ~ \ / ` E2 �ƒ ) i _ §/k (\ A Cl) I \\k» i# 2 I o E) c I- [)) § a I o±� G °o CO o 111111 0 8 .E j0- w§ F +e 2 BI- - o - ) s � e � )\ ,-n o 0_ ao 02 o2 & as \\ a_\ ae ..- I 111114k \CD/§) \ 1r coU_____ / 0/ 2_ - � E | FIGURE 2ao,g I SHEET 1O 1 O a> 3 OO ^) 0c Z. m _IO TO m — Q H H ce ZZm d N d C p M w O ZOX c c m T.N O n N o ZO = f0� m o E '> N m O m Uc _m COOOm 1 0 m C 'O vL > pm o QEC tat m. rs w m c °' > m U 0 Cpo r y N L, U m p Oy 3 d ��O C NO O c mN Ci 0 c y g c y OU d N'O p N 0, " dc '2g>, N c.cNc. E'a 7 61 d LI' < N C N m O m EN C`al m-0 °y O O `9 (` C T 'N 1-m t To m m m N CN }3U d m m m O, aE Nd w $ 0 h mo CO yi °iN o o o yE om Opa 7 h . an m m d wCm Nm NL c dr d a n _m oNy ?3ENOymOCYDcQ n WH> O Lm Ern NN rN oom Zm> vm c m d N cca mvvCme> 7 V C= C Wm OmR N f0-F, L c O m rn m vO o rn= - 3a30 ,° m ❑_ e Q' O N F O. c:, Om > 3w'O N y - 0 FL it O N N O m m V Z m mEo F °`, Q N r7, 1cqpo c22 m J v y O U G �L m` 0 O .L. O fT0 — m c r m . m o a0° a N a a (00 N O d F N p 07 J •.•O N M t0 <O O m 3 0 .� d a m p J H ` co 0 H m r a m d A N c o — o p • E o 0 To t. m • J T U N m N O1 , g N N CM M V St LOO 1M y c m❑_6 z.• '1-) U"O d a m O 7 a (0 o O U U U Ql CO O, 1 c 7471.-6 1`; C O, m .- `'' m° E `o f0 11 o 0 m m aN N ao O o 0 0 0 0 0 �� \ (n N Q m m N [f 4 0 f0 I� OD W r an d Q V Y O d E m Y` O \i y y j 3 co m o 0 c0 3 N o 0 0 0 0 0 my non °om � � I m C N U O m c 2 . N 4 m ..`p 0.:6 O U d y o m o y �° o c g v U E 0 0 l . 3 C O O O O Ti m N N M M = l0 u, � m.m.. `O m Q O l0 l0 O m CO m a 3 1 O. 63 N M 10 C V- O 11 C q 1 N N c m L y val d a U a o A E E MM.. m ,n o 0 -- m 5 E N v n p E o p o v, o n o v, d 0 0 0 10 - N N M M V M. N ,O Q U o" C N M iT c @ E •10 m m O_ q d E. m y N C UJ N c° > N - E o _II a oimy u m = � $ > oc m m 3r�a 4 - xlis — � _� i_m m ' JL % m MI co / N Ill I I lil O O t a Y .. _ coo O 0 C�) 38 o ( 0 cmi3 E E O1 c F c c o o� '�-' m.y O U v m 3 3A m • E m c� N Q-- ❑r `m 2 m ill N 0 y .z Q`o U 15 ❑ T. cwo _- 1 d • O • 2 • ♦ N • o ® T k 1 I FIGURE 8030.101 I SHEET 1 OF 1 r N y m 3 c t o rn O w C IThil y '� 'm m lb I ; M w o Z y.2 yoo2 0E0-0o o wz O c9 W=QNY mLL � E ° >> 3 a COWU�a- m . EE 0 a°d o U �Q poa �> jm mayio dO0, 0 o a 3N N L0�— co> ra' 1 U W._.l L _ O)od 0 NN o E F'�1 Z> O/ 'O C U N O)C N In L O w ce y L 3 N 01 N '00 T C p� N '0 -O u_ 3 m OH! ° E3 2_7, c ogN dcEr oo -tT, 2 mL-2 uCC O > 0c� ! Qom 3 Ea 3U 2 - Q �_� lb Dlii om � � crop,tom.,«• n— m¢lC N OI c Q w N T�' C t N i0 -n/ >'O C N N V y 7 -am N j > d A O` O @ L:0 m t 0 O m -p d ''d 8 20 y 3 o >� ,_ a m ii-yam rl vni 2 G Y 3 Oo W —T a 1 wo Q M yip\ , ui ICI „ti ;t 4 E,. i--- 00, ■ - ff,,,,,..... . I r CCoYc I O =3. �- _L OOw w o _ ..., Q 11 FIGURE 8030.102 I SHEET 1 OF 1 m "Cr O w W o) -0 `° a m o of 66 r 2.. aa�i 3 o r m� 3 S5 w- C w C -I - c N > y 0) C 7 Q ' 3 0., W O Z @ @ w0 > -c @� od o = • O N O C o@ co.t-.X .E y N7.2 Z QO N V >~Q I E O) IUI Ihil yam't 3N 01 O A •D O .N O) •� ai a) m-rn ° 'c E a N W O N A 'O m'.>? N T'N l0 N d@ °-. w @ U N@ L N > y.0. V) c W O w) S)O) h N 7e )- O c O > N (p D(n O @t m r ° ° @• ° rn w r 3 fn _ O O p E O m ") y a Em `° c a) a) � a) yce fn JW Q@ d E N G) @ Q N N 7 J Y'O.O -�. Q U W to CO y `O Y „S Q fY m °gym Vic° 12 ° p d � 2� c � 30 > ��A! D W(A N c c 2 7 f N.0 4 cp c j_c> O d @ p N X 3 > O N c O Q N @ N @ - d Q Q :.n 7� ..yam ' }'`-' ac "'fig. :,)F,1r < c 5<W ,` 4. $b ,A "IAN A o o at 0 N O U 4.4 ./9 — ,,, \ 03 2- CV 77,7F h Q Q o ' E,; -I- '-4y J- <m y1 c ,. A a T $, ;. „m, 1 CI Se "1 FIGURE 8030.104 1 SHEET 1 OF 1 CO w T Na � a wu) — � 3o c ;— o � z� m • m v rn r m rn m ` Co,M W .0 J W cZ tc v a) 'g, m ° Y • o, Z O y N U go 287,42 m o v m E.c 'c U a rn w a« vo m o Y a, 3 0 > N d > v u_ O V v N o-m o m o - 3 o c a Z � m m m E am m 3ov '" U) 0 c 'oO` > E m e N N w N O C O 1 w o= m H o E d `m ° H �'N 20, m e `-' rn -. cot;ao Ur 0 m N » 0 m m 2 m N N N d w o m 0 0 y Y > a 7 -2� n (n c �Z w Q m n` O C_ C`m Y O y L '- O w w av° g o m 3� E Tr 0 ao con u) J D m e N m m M U L O m 0' O 0 U d�+ N m IO aD y N y6 O) E N p)O N E 'E Q w w as c 7 1a O 2 `) N > O N C m01 g. Of w a NO 'r.. Q Z Q m mw a o O) 0 6'� lc; m 7 m D) • gQ' o2Q w m? m vi o c, Z d ac •m 4c . §, T f4i f/) — a c � rn d c aM i.15 g o9Q mGENL dc0 m ornc o h?L m c 0 TJm > a mm ao Q m� w., u a > � N � fn c c� a ¢'w 3 m ao re rn < <s. ' i os — i--.- I c — Sow T Q otiC ' ° ¢ s o 5 Qin /o 'i,c;iii:IL AAPA of o '1''4,01' > 2 . �oWy ¢y <>;;-4-, E 4. v y A r" I FIGURE 8030.106 I SHEET 1 OF 1 _O C o r ° y >, I E O y C=OZ 00 N co U Z W I LJD_,^ ?QQ A COp DWI ,;U o c Oz o o c/� a U g o U o c6 W w co Z J og m ci) Q� d Q ai= o, a U .. i gIc'— _LL m N U a U_-J O 2' m u ` :'s�;i"X:'. . aa, 1=_�t`' 1 � _�� ems 't . s. 72 72 _ . om..:`+" m ,-..,:.--1.-,..-..-,3,-, ,.-.,:r.4-4..,:..z, t:a5. 4'. ..., V. az, ' ' 8..ems ... "t..:s ":s xu� : Fo,i;'----Lef----.„,,- =;,:-'11.- i '- . i .. , . _ o i T1: ." ,t. pxWp- "s: rv ' r .e. 1 _A_ 1 g z oa-I- : I FIGURE 8030.110 I SHEET 1 OF 1 cc) op o �. o wQ- O cm c T ) waw c O p�� ° E o� 0 C.) Qm e r a m c Ti 1 o m � � o 2 `o_ = Q y U J a-p'.` m j Y c.a 0 ar, 1' U w H N cm 'y C T y p 0 I.. 00 ° 3 $ c O a, CD E A 0 3 a Q� anelcpc0 _2Oo F-2 2 n c N ° 6 C--F.c..)-- °o F, Ea. a -° f0 OIp % 8 a•S =m -0..''> u o Cl) H m a E* m a) y Q o °8 o W.>cwoa c., c o _a c 0 1 Q¢ d ''52?) aA d ma Da) T> aaya cww cc D• R 3.N C-0 w N N 0,n ` a) W D i . • n aw E O C 82 a1 • +`+V-OO O Q) -O N L_ @ .i= N y ° N y C >>C U u- O E N C 5 a) 45 F, V E L w e F- _0 t 2 = d co U O L N \ i re. x X(-3( ow I Q in 0 0 V U C ` m LL T Ca anQ a W Q 1 a CI)u) 0 0= w U a :1:; < N,O U C O N I7 y ° w � N a)U :::: y J C O I_ V o• I ::-4:140:ti::?:::: • r u I a .; ii- G W 0 1 a N W J U Q F I FIGURE 8030.116 I SHEET 1 OF 1 Y h > ti w _° � o co� o yw ILLN 3 -O Y 'O O C C a7 > N a) .N rc"O a= C 3:` O a) s N oN W coT U cC OL 2 a N O 2 N NNNoC8yENFU a)O ' L. W y U Tel � > c w p. U) ❑Yv > it, co oEN oaE A� U a � y 'a'O a N` _1a a2. C JO. O� C C a) A coN • � O L E U'Oa) =U Owmn "�- Cd �O ��> U � Li,❑°@ .'° a o as m'3 0 o co 3yNc . w °' 2o yaN Z`r � o y aN "O O y C C l` N N 9 Tail .N N 3, C y a7 N p-.z N —� Q O U V _ gf� U d N Q"O L O 8 E y L d E y ai rn i. ❑ = N N N 8 U 8 Q a-Oi d Z d . O O g �'� r, — S NN '52a c� yo — m=_ y D a 2 m- N >.,a7 d'U n a3.caw aa)i in a a d- L co w d `o O a w � co co O a r w' N — p: k j _ _� 3E3H SSO1:13 A... } 03S010 }lVM30IS : '. :: \ SIDEWALK CLOSED V ... :›\[lc____....,) `• U. x SIDEWALK CLOSED -suer 41(m.... $a CROSS HERE J33 a . w -u"fit^:: A '�' e I I :lmin&-mg 1 I I FIGURE 8030.117 I SHEET 1 OF 1 � co Y Z C N C p LT,0 r' rn `` m v'o N `-° '4° 'o$ rn O w C mowc cm mc � � > N �� y CM) w O Z , Ea. 5.,` amUL o � yo2` c Z •O0 f0 ooy ao y `m_yd a m co 0 0 N o 3 .2 > U m N l` ,e(7, N N N i_ CO O .T U N U p 2 U E C'ci y T w > N 0 m U O N m a m c' y U m° E.°-'= '> coi d Y C/) N w0. O W N d V y C .N.Y U l0 > C L vi o o d 3 o E N o a E /'� .0 0 ''-�� m � ZEo -4- >, w FBI Y 3 S:' NO 2mEN 8LE o J .' VS oo_ o��w m0 o--°o Z` c� 00 (/) C 2i Y oa'3 m as `m o a m 3 o U) w `°y c ° N o w `o N Z N`m o to 0 y N m.` o2 N �"c �c o -NC. Q U) 0 of v N y c m m N > w c ` n`m L ■ 2 mcv cE.. a� ao 'sand a) Ni .L c m m 0 n. o? aOi vi:o m Q- 8 LL°. •t U) 3 m ai 2 a c 2 3 w o ,j ` m.. w o o Y'N '> E N.8 U N y— N T d 0.0 'U'U f6 X .- y L lC L C N nw°w°w o a- a N o m m O acoi tr w I 1 1 : „ :_*.t.s..., ) :" I m ..mow ;: ,:<: , i, :'� c }v _.,,,„.,,...„....„„;:s.4:.„..,„„.„...N..,;:„...„ ,,,kt,„„it,t,..?.t„,,...,...._„..,.„.„..„„.5s.„.„... 1:.v•,...:10,.;.,14-tiA(..„ i ,iiiti*A ,:-, i, ,( 1 ......,,,,...„, ,„i„.,...,.,..:,„._ ,.. ..,„„t; 1 P,..,.. ..;:tii,....„:„.:.i.:„:„„..1.,-,. -.. y 1 1.. v...,„y„ .___ 1 " Y ��o a. 2 co �# E i a. Wcn o c I E N o U c 8 .' I 11 QUO x, .`' a 1 t o., int E A:0 I--•c) F .,...,,..„.....„ P ,_ *, ... -,*...„.:..,-.< 4...-.4,,:ct liyi,:c...,:7-tt.,:-.:: . I -^-..4.. , **,....***„..*.a.*„.***.**.v. , ,-..e.44,v:F..31: ''`.-•-dits04.4?1,7,4*1,,e0,4,,t,,,c;0.,, ,:s. .., lidt'A F ...;.. 00.x ��Q.W r ___ ,.,.,,... „..,.... _b.:—.4 -., ,i,..t.—..**,,,,,,i .,, 1 1.1.=E 8030.118 ( SHEET 1 OF 1 1, a - c o c 3 ai a co Li) >— O 1 c — p co a >.c .a 2 O . % M w o a— (07 C m.) O = 2 •• z O m E N ° .N E O ° O'd Cr)) c U cE o i1llllifl ( I C N 2 Z NU S C Nc C/a COcaciw o a•3 2 ° c°iy :-.C. 2o c vccu > N xa, 3rny w ama Q cO3 OO CNN m 0.55. S N 0 0 0 00 �— c. • c00 E am\ a o•-co rn a• pU o0 1 sU o 0 O CC ih p ScG../e /i. /t i /e Ie /e �� � I 01 ate, f ,41,14014.4 — E0; . ' v/c� o d m c ,v w � \ 0= — o I/\ Co� \ oa Q v v 25 O N U N _as E2 \ 2.: a � �a c m 0 > _ O_ ii O U,_ < o — o j N co CD E El >k. N o'e y•Op "a a Il O a` N= — o `m'o cn a ° < tnllo CD > \YA\Y , V/AYA\Y/ t — MI -- c N y Id 1 i i�r:;i• 12.•,_ � i ► H N 0 ca0 ®r > wco Z o -,I 0,.... N� H ' f- O ' co J o i N:* ••N 0.t. m U >— dm Oi O 0_ v © `' m i om - rn 'if 0 -Am . p 0 N — o•-w -< °U o w oCe I FIGURE 9030.101 'SHEET 1 OF 1 O 20 _ o o r o O k.W C 0 ` � 'Ago) 3 W o _c z O y .� Z en a> •cw V] a (9- c.- A di- _ a v Z `o 0 O Q O N cel I Z — Cu) Ill CL.N. Cl) Wa cl � 3c - Q N N V j f=/) — �av 0 —� / a> — a> a> TO E E N I' d , `....,� 60 '2 _(NI N Y N N N Y c3 m • w O.L V> N II 7 N N O.L.. d U =O — N W N ao a ob. y o c AWAV a> N 0 iv E C e m c �¢► y' �' z V _ Y!@'ii C I1(,4t' ' ' i'gr )1111:1:1':1 - \ 1:1-- ' 7.)...- in 12 `° ;, / /AV �� VV i r — Na�iE o=o -> a2 m,o N dzc.. ELLO (7 _ '-I- FI al GURE 9030.102 SHEET 1 OF 2 U o o r N° N r 0 w C d. O U a) m „,a,,, ✓p z — _U C C U D Z C co) a) C�— a -- A C7 a ow o zg CD V) c 1—o- (/ zp U WQEN OC 1 ..c-.= 3 �` co..s E o :e O N a) 0 3 C o co o to cD Ca) C .a, I t. N m— o ^I l C fa x .g.L M CO a) LL gi VA JY/IaU�/I�YA\YA\Y,1 r ); Si , #° ,)144,,/ *I r llimILM r I� \ •'i'i'� l� C7 :1 "kilt ! I c O V V V V C7 0 cc-el E cy moo U) ��o 1' .I''''...:--- M M o c O am a) ,- ain U C o L U C Q -C aS r W I FIGURE 9030.102 I SHEET 2 OF 2 as N �� O O O W K i V W 2 E N O f6 - > ax w S AC a) U ,.c. U °c W 15— A 2 U- N Cc CI C J — N .a Cl) C co 0 dJ - N C — N co C O O oo� \ 0 VI......i; aaaaaaaaaaaaa :::::::::::::::::: . ��i'i�i'i�i�'i� rn ���������������� U o o X ��O�p�O�i�i�i 2 �.00Oi►O.O \ ���� � ` o � � .� p • — �, � 3 o v � ��i. AA. A. U a ' ' ' a l ® i 'I' I- a ,-. = v /® /® /Cli z _ �''io 4, w —/—/—/ 2 f° rn �i�i�i'i�'�i _ O E x � � '��v��� v7 7 7 7 �A U • b c_ ������������� Q �00 ♦������ Q O a_ & ►���o to . k�1 FT @ •POtO AtttAtuf 40.0,01,01 0,401. �0%•1•0 a) Q. y a, Uo I FIGURE 9040.119 I SHEET 1 OF 2 N � ° E as N ►I. ►- >— O i C -- E 3 � � mi. W o .E ro•� CO N •� Q E � b O d w c0 c c.) o f_w �iiiii'i♦i♦i a a 0 a o o ♦i♦i♦i♦ ♦i♦i A N Z w w C6.a Pt♦���♦♦� _= 3 Cl) F LL o Cr) U N a ��������������� J @ I.. O.t- 7 ��� ������ "a -CCD N L N CO V1 L ����� , Q Cel C a)" ♦♦♦♦♦A♦♦ Z_ Li fn O 3 in D a) LL Co 3 D CO =.E s, 2 U v i♦i♦i♦i♦i�i♦i♦i♦ 0 .; N CO v -g C f0 C ♦♦♦♦�♦♦♦♦♦ Z �•�•�•�•�1:•�+• -I O O i• ♦i♦i♦i♦i♦i♦i♦ O q 'i♦i♦i♦i♦i°i♦i♦i w iii♦i�♦i♦i♦ 0 ♦♦♦♦�0i♦i♦ w o �i♦i♦i♦i♦iiii c` J : ♦.♦.♦ 'J ♦♦♦♦♦♦♦��♦♦♦♦♦ Co C ►♦♦♦♦Ir♦♦♦ O .♦♦♦v♦♦v♦�A♦♦♦♦♦ __3 0 0 ♦ ♦�/♦ ♦ J_� • w W a I M ► O Ltk Li- \ U a \\�I LL I y0 rell t CO I CO I 0 a NNN _1 z (\ J C 5 \ z ON C ' IA\ o in '11 C N 0 N f0 Z \� F- L_ N L O \� (� t/) `y a II\ Z CO p a Z U CD � f6 C .0 a O 3 CO .0 1\ Z �L N \ O 3U Ny O > C \ N a _ O \ >LN x gN N - Ea a �, o1 C C en O b Z \ Co N CD W Z Z NAW Z U W Z w J , LL _I J y a y 7 � 0 • y o of ` d U C O C �LL� 7 o o — Q) FIGURE 9040.119 I SHEET 2 OF 2 7 o cri fl • U N o o a) 0 � w"y T �i C-Cr OO rc ; c� w O zw 3 a)-C 3 2 O o m W cmo N yc m O7 v U -Fa.c y O•o o 0 x o v Z aa)▪ `o.c E ao a ILi L. 2 0 v� Y w I- b - . A Z_ • O O N O U .L.. r" } O, Oi (6 J inU N N -O a) in Co (/] C Z — a 4- N co 0 3 c y'- a 2 _ -- co Q Ca 0 Q U U a> W I � vio a) CO�c mE U o co U S oa Y r,c a 2 z w a5 x o 0 — mo - , x •i U) m w m n a)m a co pL") N col.). = C W N >- 0 0 p N N N�.a)- O V 0 - M M V7 .c N LM 0 o = C o to O U a3 to -c Z fQ - - 0_ — 4-▪N- v �- o .0 op o b a • i I U O N VsCDo� —�` a 7.3 =I- co N -, I w E V a7 0 0 > C- a). Q "O a 1 N — C p (d L.L a O.O N a y I aTns 00 CDw w „ , � U N m W z co LL al 0LL a m c I � Z — Z o w. c u I W W 2 O U W co 00 a N O _ c0a c - 1 Z y pOp"aV cU I — oa _ EH C 0 a f) ,� _ , z J E IA - -— - = , _ to 1 co 01 � Nd J F p a tofn ♦_i I o .0_ p • a I0 o I- (' 6aiEz a ° ° p = as — o aom I, Ucaa NL a irn W O I F-I- — "—�r `•V 4 E ccc c �� o acid ° c o m"v U m F- C7 J 4 , o a a LL - \ `v.,tJ \ _ _ oCU .ems _+ (�' E) E ii E. — Z E �o 0 ) I UCC = o a a ca o •l) ; ) }. - ~ CL .m U a m , m O Z — NQ a 7 a) H d � } 2'm ` Q...I yiNO TN ! O O WUN� @ ^ri dU cti =� Uc` 9ce ca c N FW Z 0 CO O. a s Q o C-) '' ma F- _. - .- co / 0 CO C U O C / �r O UW N p V oy i c.o N.Q uc- CD OS cf _ I FIGURE 9060.101 I SHEET 1 OF 2 Co°' o d a a.,- =� o � 2 C N m W u) .O d U w �O 3 O`-0 X Q� w U N O .9 § C no aj C U Z E.Co 0 0 C E C ° C c C E O7 2 �j c2 IL N l0 E c>�_ Y�r- E C U� — U O U$ CD 0 Z mH> °f6U U 2 �\ I m oo.9 W ^ � I 0 V) c Z a m o Zp 14` I I, u) Q W I g Cn 0 zJ I I Q o W Z� rill )0 co y Zj W E I- ; 00 °c4 a 00M Ii n E.oc 10 0 o omc ~Y 1 c.0 0aci87) `� z a=0 ° mp h lili _ mH� I I O Ivoal Q nL v �i � —�`I CD § E 1- \—� X 2 C a 2 C o. 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N o Ca IF,p�C 0 y W p '- w t l0 I�-0 ' O J V.r mEmco- a z < 'eaQQ N - N �o , 63 Ea Ss 1a 3 0 o` 0 z Q C 0 E w 3_ O : s moo ,t Cl) O g 0 u_ 2 m a o : c 3 vv- m m 0 c = �' c oY ? _ Z W ai a O Fa- V 4 0 ' co o �a Al m 0C .00C CO 3 d J I .x X W y gg 2 a, V m E m X W W N N _ E w ® cm O C c a)< C "O w LL U _ > Q 8 a'O Co - •� cps 0 Q' M MIa a ,� u -. `0 a) 0 a) 0 a) .0 y J I- _ _ c m v 2 w n t/� o w N_ Em N T W 0 Z- N IN 0 .x Q o Aa p a a)ip a N -0 j M J W a 0 •o F N t a V aC C C O W s ° CO CC � N�tn E d 0 W LL 0 E ,°, o H . a yw3m `0 w w w pc °a� �_ a) _ '4E o 0 ,. _ V i N ,- 0) Q-c a) ,_ rc a�" o� aai fn w C 3 �a N _� N •U m co CD 00 0 E N a •N -0N a°)i v� 3 a°)icop >i �) � 3 Eo o lac EO C)m In W o CO US a ct in 0_-Oo U y 0 ado O m co C iL d m E `J© v li to VW 0= 0 00 -,vavaio X c '3 . 2 c C Co -' ea tv cn Z m f)) aa� to . O \ ,��\ z °�L --, Z O r 0 =na J ui ax Adi °E-u, . P. W �,N� LL J L Q F W W .cl,, \ 0 3 Ft C o Ll. p O'.OoO O O O O 0.: 0.-- °-O. e• ii)co m (D aa))Li..- ca -2 'sn lQ N CD C' a)- ��A1-� ;p 'R -C 0 . I C _d C tp 0 N LL /+'��+�)O 03 0 ` CD - CO `�_:!C L 1 Q'U . I 4Z if Q' 3 (%} m� co co I 7 m I 1 N V Y J n N - U w O0 O6'0 V° IL C .., Z 4.-2o°Q °° . zi vo° °oo -'��°O # W-me � � 1- 5 -2 0 � • °� o z� 41. ooG Oc CO -T. p °o°� Oo Zi iLo O .Oc ca a. I No et E Z ao ° O w E a) 0 07 O F-- I- t7 , _ Z +rr o i en W fA a a) .��Ilik,\ W K ° • f v iitzlij C ° ° i ' ,. I-•� E ~ c Op O N W _ G� 0- (7 CO •°0°•, 0 c 0 - -- W o ; Z 2 N NN M rl N 7 �p LLI a U G - 4.. U y 0 M O m N a) - N _ a)a- M -' . ° U. W LL LL LL w 0HC)UUUU -a wW y 00%C � � o O °°O° N 'O O4 WZ C Q CJ3 o o: .°' CI f6 ism. c . ® i°° ° 0 0 0 a�t i s i Q I FIGURE 7010.101 I SHEET 5 OF 8 co c E N c- o p o e m +7 y a� p o a c14C N - � „ I+I f0 C YL ` C C N9 a) w T O w r 1*-- o d'= to C L.4)0 O > c 0 r f/7 - `40 a) 33 a7 a3 0 �O pa) E Uc r- oNaw- C'00 L O 3 N O U O N CD N a a)'= S u m o E t p n m E ma a 5 oY ® d O▪ O O c N N 3 N a0 E' w d al . N ? cV to r CO a al d U N a ECD c co d.rc p c0 P o a - z_ L c .N a) y 3 v o 7 p_Q a1 d m N >,p P. 0 oc c 0 °D CD E$ ca 'roc -000 z d � 3 c @ t •2 m c �v 2a a) .n-0� ��='' --i 'r h a� o E O7 •v o N c > 3 ca C 0 3 La o; o c c•0) a) 0)O_ m.0--. A ^ g Fa .D0y E o .c h c•f 2+ uW@ a flU m m _vc aEi o a>��� E w�'c >w Y+L.+"' CD m a-w O a7 CO O` O a V O d T N O 3 L N O — > cur ca io aa) cnoo w -c -o En mN muo)aod zyf0 aoEY �wa�� 3 '� i 10 mE Ea u'73 fTEPa- aio 31c oa0co a)L a3 co N @ X d M•- N N'� O > 07 a7 0. a ca O c C a7 s N U a0 N a) • n� a7 o E w o Z a> as fl co w a., W. L o cc O © © ® ® © • Emini' �� -N �N Q 5 r0 O '. Tic., tr .-xa- 13.r 2 o --InN IN %N > �O O �O 0 1 i _\ U I I c N T I o ® I O N ' M - I a5 h__ II© O N O cv"1 A • r- r<4' (ts:':: 1051. or3 _. .I- i �5 +A , � N ,, I Z. ,_ Z o E • O d7`f' i uanm v H m �. io Fi G Q o ) E• Ifl o - La -- - E I".Wz MI oz > o asv Ma la� 0 o i= o I.�• T) !-,-.-7 -I . a o p E r a p E as rc ®J a 112 a� r w p fY 0 o 70 ,-- r. ,_ — i Y v 11- 0 r t r I FIGURE 7010.101 I SHEET 6 OF 8 C O r7 r m E • O E w N C-p n { @ C Y .c V • y y N C T N °-, o * yL O O C C o a a) 'O r= w a w 3' u O ,C CO C2 a aon y 7+L' N O E ' x _ @ @ `o O ` E c w 3 c o d w �_ o o > O C C 'O L > a) 5 O p) y 7 € C"O� ti R E 7 N N 3 C .12. N 'O CO y ® d ; u o� y y 3 w o 0._ -5aao a) °?- (a 9 c c ' m .r L23 CN a) U N as Iiii Edcy dL a) O V'w0- O m Z w •N a) y 0 O 7 as a N-I-, C C >`CO N oa 5 • O i E_ N 0,- a) o yv c oU f0 co - f E 0� O_ ¢ y @ o w y 7 E y 'i U N•V U N >.O O a)C_L y `o •I¢ a C > j C CO L Q) a)L C E'O i s a) a a N-co O C Y �'3y u 3 C� .c c 2 '. to co-- :c,- d C- 0 aa)) a)0- c d ovaca `� s i Fa V V y 'E O .L... a)-p c-,q y + y a U N w vi y cp U 3 y C c O A F. .p m O L a N a) - C O)E N O@ j) a) w @ a) CO-p h C O p CO p+y. 2' E._ n a) •f`Q C a)L a) > o a C L. C ne i L 22 w 3 > p @ -o a) o y o o -O- o a T y p E m 3 L o {VISD 0 LL ' C N p y aC a a)) U E E a N 3 o-�_.C-0 a m >` v _op" E" c-_c _ a) W d y y @ C 7 7 O- 7 a) C >a-p > a) E O) C a U 2 y 0 y wa) c 3 c mE E7 y3 m-Ea) p 3Ec @E c 7a) c a)_C N C o .- @ -° o•E x o a) o c o 0 0 ow. ay yL ya y U CO 00 y a) X a) C."C a) N r- y > N@ a 'O N.0 y -- C V@ r- Dca,- D Oa) of �w 20 aa) a)aa) Sao Oa) W_.co 1 E � a) - w _ 1® 2 @ MI7 rim �N �N a) v) Q p o,(,) Ilrill 0 E t et I0: oo c � � .. as tYr I p IPJI_j•. O iii N• `- © OOOM�;� OL _ 00 O N `_,N © hi � ILI O 2 r e Z IllIIh 'og C a V) Q O. @._ it'll c. w O I p jti s-r CV � vM � a ,...., 11 Eli gus al � i�+. o Ltieomcn FzO 2 7ap c -i - oI'" b) L X o li r� as a r Lo pt c Z Jill eLi • Z CO W w D N� ,� tom.. C O I- X. EN ® * j © I-ji::i II + .— Z O Z O vc O OE oco o • wa O W WcO _w _ �� py ' I > Q) 1 O Ca © w 1 I FIGURE 7010.101 ' SHEET 7 OF 8 r_ CO 00 r r' op m o 0 ' 9 w m P. 2 +I •y + R 5 I w 3' iis w ; wOC+I t r yoQCO CD .O >a) 0 o as E 'OU O a O c N N ® _3 vN-0 O 'O To E rn ; N N = N 7 N c co N O R Q O ' F O O N a) > N m Oc a 0 c ; Z L• a> a) O !el LL Q "Q O 5 c 3 io E — 12 N N w > O m L CCD 3 E cas C "'N ! 4 ,d 0 E .F2 7 - A e & P o o ccl, �, •c > a v L 2 -p- D o m 3 en (n cL O O O-1:1w c c c O o O N L c ja N a7 a) L/ U 7... 3 p_•� O L E N __. C c O N cu N C w N wW .3 y E 0(0 c a .o 0 L 02 L N a3 a3 E 7 L N O 0 0 CO N X (7 M p 12 U 000_.5 0 Da) aS W3 00 0 0o co CE , 1 r c OfV E c I0 = c.) 1-a Qz 1 0 -2III U . 5j 2 c M iU a(7 W c.- • c *ilia! N N o U c °am I IM - z cc , c oa e-J /C" <� -f A C W > a. co N C /..- '')'-‘•1\ J W 2 us J a c Z J o J �` O a 0 W a o IILH,L 'u Z W O C fo 7 G'p � Z c a i\, .......„......: ,,, co m I FIGURE 7010.101 I SHEET 8 OF 8 v m N N 11 0 k o O w Oa Oi .0 = u • s J fn u,a a O O d �a 1Q., a E•- o � G � m ° • w-cl d dU '�U� Q " CO a O m3 0 U 'o N JagCO R U ui CD aU ooa°i Yaa) aa)cc v r oo 14 p a -o -ate arU � -o aEi Q e it 4.1 n a ° gym � mm ^ �' ° It Y. o LL Y. e m !I3 - .° Z - o aU @r 71.!-'4i '''' tY ▪ V C Qr m cD�c 0 'N 1 p 1. ° Z f i Q cn m ;wr; U i r 1 I CC o�W 1 tit LLUrW 2a> 02w m li a V i a / f on� EN - 0 ▪ m dap M j u5ioa F v f I c LOU- ' rIN 2 } p en ! C U in a)' m61 MW� a � to °0W e � aOXWW1 rNU 0 a C-2 r =N u°i Uail Ei� U°) • - QaN CO WN'X a: U } t w c o � N al E ce .n vN a:. . Z 7 iN N Q r W— O r� � _ c1 �� UW } m i 1 a p 1 ❑I- Q W O ct I W cc u.UW ,.-:IN I FIGURE 7010.102 ( SHEET 1 OF 2 N N o , a C _c_ 0 w (i,, yc a) E me = N Y cu E i J UN�C _ u C..)a0>o a) d F cny�ca o � o m m a)a-12ca3 am i GC a)OUa3w Qo 1% 7 aa,ac na y a)a U nrnc0 c v) k a N U.�L"O _1 K Ps 0 a- c 0 0a aN 0 a7 -01 _. .. 2-0 a N (3 w..0a NL = p C a) E N 7 cc> 0 a V W o as a f° - 0 o e o . a N U d U O .0.b Z p a (. . . ,I Z_ 0 f-O pio ct, Zo ,,,„ c o V- of � o., mz n L �a coN I 0 :6\ re m E N LL 0 Z it 1- 0Z LL= I o_W L7 H a= 1 o0 cD z 0! Za �m `m zCe E� O= 01 -)U Z To �U w i a Z m Zy OD O: Zv \\ �v ca C\ reJ O ,Tii �w -1 ULL , m_ O DW m U 2 W LL I FIGURE 7010.102 l SHEET 2 OF 2 i Q �a m M fO.N 6 N O C ' Q `o liO �TC O O C y o ex H .O 8 E N `i w W V a) V6 S d N 3 / x O TO U N O U> C z d N o Z L nl-� °- a7 rn d ELALUm Y`oo a 0 , _•.-_ ..E,5 z iz Dz :? ago �y m oE iu gl & OW �-a z o cfii m aa) ao oio � mQ 0 . . .^m-o 0 8 m m� a� / / c s LLI� ocw N� xco a a �cnmo cc co `� OJV 3 H- cw - r 2 �" is U •GEn CN m commoW w , o89- I m _ �p ZQ H a� �} rn C r._ N I- N d • F a7 LE) G� �-, - C�� a C y N 3� -m��� �m mQ a o0 o Zo o \{{ - U N?�..5 6i > T >' < o a x u� O� x 2 • E-co cn H o E 0 0 a) no� .E. Ya,wo . o. '003o To a O ° Vm E � S U °o om�� F= m ' WQ- Yc�iom v } Z>�.�.5 lC) (A ...�. w U o d 7 \7 t J ,, L� I a 11,0 , ° 1 1 N _ HL., C c Y a'o 6 e (V W hh4- a _ U-, ©o I Z l & 0 U 0 w1 H ,-001, • I ) .)-' I z W o z a 2 a I-- }ulor N a � ,ipn;IBuo� ,,�. © .. 0 Cn r a U C ... N O C) 13, CD to fY �ulo� w 5 ac: z xuioi D ,,,,,,.: --A.. 1pnil6u \ reugpn}tBuo1 Et z ti — s o EEn a V .E, O i <\ 'a0 I FIGURE 7010.103 I SHEET 1 OF 1 a, a, — ler 's )1 .- 6 w �"o c 3 Ho p c o f6 50 v . > > w g a) C N 0 a O C V 3 x W C n.. j O z 0. m g co cos -o .° m w c c0 a E 0 '00 c CO a)N N a) c 2 W Z N �� C • U « S Z Q 0 � N 0 co d c as co c X•• O O n r a w as a) q m rai C fa a) L. O U E a 1 W 0 'O a) 0 0 0 -C-Ep co I,S % 5 Z 2 .O. N O 0 a a) 0 a5 C . � w O U N N O Z� y� 0 y o a `orn my �Cn `1 "' _ "i° d a) N -0 CO•N 'O'+_. '-co)0 U ° .rc c > C.'C. d o '— g a Fo g , m o rn .fl E as o 2 o q o z < E a 2 c = v v yw Y0 q s „ "0 O V. a) N ! a.. w O aicn c� v_,5 O Ea) v c, r g o a a 'V .L-. o C •N•C 0 in N rc NW EE o'a a 0 > >- o�» r; _ _ _• t ya � = + + a7 C C 3.-' C y N T 0 0 .- N_ N_ o c� o E•o o c 3 c� —'. .3 O o-0^ N O'O a)fa a II II Ell!-.1-1 L '�v - n as -c o Q >, li W LilU� CJ �a x — a,co 0000 Oo0 >. o cwc COCC CO a, o W . tYco 0 J 44 0 z - —,r a w' t ico o, © W 3: a a �� a co Z a w W Cl) c by I .._c O COO ji 0 CO cc 1 1 i _ I 1 _ c 1 c i Q 1 = 1 0 I p /-- Li I I 1 1 cnI W 11 0,l . - c V cY O I "� 0 m aa)I- -'.'11 f-' --irl (d.2. ie.?"if ,..;,- 1 ncii I— ..._ ., -.: - Em 3rtr y , 0 O >1 >1 a.1 W ,, m 4 ... € al °Z 1 Og / 6 i-- , to ` II 4 3 II O•— -. .§. _O'er :' . -(/)�'- 4x. .- ? ate` . U) . I FIGURE 7010.104 I SHEET 1 OF 1 .1 ' L ffi a g:iN r wa m ->— I d Le 1= a w -� N -" ="'P 2 W c F i p - 0 0. o 5 Z ID a c �c W 0 0 a 2 y S W m 3c _ Ha . O o a E'o F /�� y �' O .5 U y-E m wi�``JI g O V O O - rc C O Qt CC S > rn -0 £ a a)m C co E N U m U o,m a a w a o 4!.-8 ..y 14 I. 4 } 1 4 ) . E L r�` "lei • C kintiggantan m7 F' cOU r -'-`fi X U U x? 1 Wo ittielgtel I 0 'efitaxioitti •N $ N V h $ N O J 6N . ill 2 h"'""4"'"'""1" PIPP,i ''ri .._: 1 4 d J r U V j I I CU I O{)011111 1.0511411111 N N I FIGURE 7010.121 I SHEET 1 OF 1 §\ o ) \ / ■ - - )\ ) \ LLI ! 2 co \o u 82 k} { / \\ 2 13 to 1132 0 —1A 8 k2 - a, Cr _ % § { -- 6 ga 22 � / p 00. _ } \kk�) //� & f . Ce f -1 � ■ � a0 a r #> 7 a;!! ! - f§!§i k22 //k k . P ! \ `f!<, k ( : f \§ k + § � § ISM t I ! ) ) CO | ---- :: -- a § 2�--� � . ' 2 » . \\ ( ( j\ ` \� { - : /&2 + _ am . § 1IflIL - \ ®©r g,-- e .�.� / \ ; ) ° 2 o # !&tea« �\ : E ' Qq i �. ! § E. a\ [ \\ ° ® � 1 ? `�� ` i _ _ , §�� .13 � �; \// ' } i )2 \ / ? ; ( |4 < / r ( \ Lu ;! / , /fƒ o o C') r' [ ' w rc a y z w mz 1-4 >, Z HJ S 1L1J o - C9 ''w 5 H d O 1:1 0 ; F Q _ z m Q , w Q W H a_ Q O S 2 h E ce 3 �w Z N N•N Q o K O `!i'�, 1 v ybV g, MINN® Q j ` .2 Um`m Z 4 •0 a m o 1Q— y iink w a rc �d 1 1 m ® w N � T� 3 1 co g op I t U Vl s z - � Z Z Q I .-rvQom o f >LJ r-g 0 1 x0 m F 0 f„)LL t3 3 W ma , `ii x o pnv Aa LL 9 m l .1 W co D! L ,«.So_ mw z' J ui m .. o°'I`° m Z x R y� 2 m Q I , Q �y J rQr I 1 C m m Z Q N .„, F Z Q U ° to A 1 F N r-- ... W x tC U e` Ty' rn o A Z a ;le 0 glie z O art 1re m o,§ Cj I 1 w 4 m V d, o ro N._.__ oS 2N W y °ij al J 7a --. ., _ >t7 W H co iir I— xw . O <a c a ui re n a O q N W � a g It LL Qt a O. N d O WOo_ m p o z if,, ear s r 1 z COs $ N W J i a) E0 �/� ye F E C u) m C ° — z 'C L ° a)y U O N ; F Z E -0 2 r- a) ,` E L 6- g • O a� al N ° °7 ® C y 3 1::llC1 Q 0 Q m ,CO ° a.� 3 9€ a 0 a) a) a.- y as E Uih i1_3 Sj 9 2v� j ��F i° In ° ° a c ` '= o w _ A r m0� �p =L N N a 5 J N r e' �(a re ac c'w> > m 3 y v z g O ° - ° c w. °— o m F �co O co o w a U F 3 o y ar 0 h a' 0 Jc Z Z Q � x Oa Uc _�NEa co8 w wa ° ❑ �� 1- ZN Z WZO Q a a)c re/LJJ — m— co ill c • . _a �' o a x `a E ` s a a r''L; a U I allinal I O L U �- w w w 1- a w U a' z U O Z U O U o_ U'a m o 0 0 ZZ `—a... O O Oo 0 U w .ot z Z o> o Z 0 a E O U E °c U z CC gi Fo § :.-.4t _1 --) II O U o. iv.E F UZw iU wa TE z Ow w w �I U c U z c� 5 O a a E z O E a 0a w N0 a ka) w a ANEWm as . g 3 SS F- G .11111.11110. Zo o I FIGURE 4020.211 I SHEET 1 OF 1 ` _ p C ) ; m w p� O � p a) d E § O W e W Q- N 2 N > W m 2 a m `- o'd 5 x $ W a „ _'_ .- yNg �= 5L - v rn N ,i O Eaa m u2= m; Ei a I s 2 a c E a= 3 E o 0 a ~ g ° zz z N N L a] N O G u F G v E a m 74 o .' E„aoi °fa `Q� o I a V a' g E �-' 3� o -E 6' 'a> 0 z o J y V 2 -o L_ s•• d N' - m o N o w 3 rn = 3 6�.s CO 3 Z w T In. '< O ""C E V] �,.a w p W O E = t c > E.E E C ev 82 Po W y 'To a 2 G c 3 c 3'E'3 E s N \ 8 rn t o io Y m m m � a o U 3 a� �i°? 3 — z c --. Q c�i 1 H X F ., E Q_ I 1 _ ®, , ----- - › 0 O m 74 e2 m O �" 1 M 2 O 3 y +n ou= '� Z n 1 ea ,3F2 r \\ . ,,,, : . P V3 w , / ..... .:... ,.. I (//'6-. i / '--, A :.... , \ I, ,s 03 I C - / ,:'',: ''.''''7'- :, '''':. i70 • 4 N O m V. 3 t E 1 T NI I (FIGURE 6010.4031SHEET IOF 2 co Cm, g ia v o N O QmoON g o h � re ell; V q id C7u C C of c.)w N a) 0 _ a) w.N m 2.9- a — 0 O 2 LL ( o La_ 0 w o NN3 `mao I-- 5' N a) wa a moo . E m ! w m a - a v.Ey Z i wrn �' c4- 0 maser vri- O 3 ns o o a E m _ f1 O E Lnc � LEA co o F'° W �' o EE wE 0 i i 2 1e ern L :o y II 1 III I Q III I 1[Na a) = E L ///II V it7( 7 e v, � � al_r ro Z ', 1 1 \ �.) ��� o_ Nr �G W I EI � = I II a I��`_ __Ill_ IL=I_ =IL,__IL= // I III III III III III cc co � f z °° 4 '''‘'' '--. - ' ' A - 1,,,:, -4..i_ N W _3 V E, - 0 V =.0 NI'' C' 0 m Gl O) — = = N o VI f t 0 L (I) c c O O o m J N N 4 N _.__... .4 i NI" /^III C - _D. -- VII't'-r"-tit7A'''t -'1 II II II -',', t, 11 I U) II II II II - II II 1231 II = iN CO ;0co v i ' 1 II II II II = y B. a a a a E a, ... - II ii..... li I — Z J_ J M m m M m m m t m I II III, _ II II II II o g rnrgggIIII a m -I U) -I CO C -1 CC M (/ ,µYE _ — N L 11 I \ C �. a 0. pJ N co C It o a, 1 N O O i co O} N f6, O O O N N N > s > 0 0 6 C J H F H m m m Ix 0 O N O in F-O 0 m' N V v v v v v v v v N o g v v v v v v v v v (FIGURE 6010.403ISHEET 2 OF 2 W r 8 _ w C >, ara ILI a) N N S$ C. as, N L' 5 w e 0 o o C N c0 o w U) m o ''9 o w i_ w Y N EL• ) Q .U L .. a) L 0 2 Z 'O as C N O o) (o) o d Q X = m t 3 3 r o d ao e �a 1- .0• m = $ N 3 N 3 0 a _ I 0 .O tY a) m O E N S rc W ✓ a n� 8 me o E — o co 3, Z ir) �,c 10 y1 N c O)_ • 0 U) ,. -O d.0'a) .E Cp M B F�o H rn M� c v):: .c —I A o m < N _ C C) N (0 7 p N .Se y +Y o O (6 � N p 4 O C (�d N 'm w C�O an ( U a w-c .—Q j l - h &) 8 ON OM V 11911111 ' _ . i�l �_ 11 = Z � � 1 11 0 _ .� dill � g a � - - N a w � i °_a M � F N � W N � mU a _ O d N n. N ` N aa � 2 ci ' c � r t O.� X o 0 ins 2a o a 2 C"a (n J o I an p 0) "� (p NC <V CV N O E.�S (n C a ... N u) To j N N C `v E p ' R am 0oin U > > 000, I i U;fll O!L ., •- I. `�� co I- L E w 71 m L 00 00 N N � .. c J - M N V CO . . Oc a t Q m ,:‘,E,- \ Q 1 co To Z o o Z N // s N O O CC Q ill. V / / d. 2 U LL Las / J il W W N f f „ 1 = ci) m m o _ v J ti f6 0] Q � • V V V V V us O oZ O) co LL 0 m m 3 3 CO a a • v v sop 0 na V) C a) i J O 'FIGURE 6010.501ISHEET 10F I goo 0 co a Ng � I 5 rr : w on N N = ¢ m C C U m m t •C Cr)N m i ° 2"" f U O N O S d I Q m ti . N :° C N 0 c �o �° �, J E ro m Q p n c = Q O *� 2 me F u) uj 1— a •c s ' i z y >.co m w z d Y a E .) .N w� Q C C of aM E ^ xLL F s Z r � 'O •A o 31 '03 y n m g v r" ___________/\ c_ n°m EE °c o v�z as II dEE °aC o a a) a rn ro ,„___ iN 12 UnU Wj*_` -� = Nz—�- - _1 cW e -, Yr.x a r. z Iq� a'�. v C r FID Ea Eza {6"� a_ ro.ca v ° v° ro tu 0 , '---------„/u) !„),-tc.....„:„,....,,,,...;:„„;::::.,„,;,-„-„,.: r. i t ::,-- E o .e 4.,„„„x„,„ z ..„..„_, ,.„„„,......:„.„ .4 ;;;.41.2„.1. 4, .. m20 co -� (° co E _ ,,,.. , .. .,..1,,,,,...,, E„,,,:„„,,..„,,,,.„ „., ,,,,..„,,.,,,„..„---., ah..,,, ,.., ,,,„„.„„,,,„, ,,,,:,„:„:::::2,::: it,i1„..., „.Pi*II--,,,,,,,...9'.. , .,, --.)11%.*,,-, ,..„,,,_„,„„.,,,:„. .._,,,,. , . ,,,,,a. v ,,,,,,,,:,,_:„„_,,,:„.,„,:; , '2;:;11-4...e.,niiik, .q. c4 r FIGURE 6010.5071 SHEET I OF 2 T.) u = o � N c� U m_ c m §g an . ! T m .a m a_ a'- E c'u m y. 'o n ° _ _ - w ce N X� N O a0 0 —1 y U O i0 w = �o m u �3 c N C o� Q W C M M ° C1 X d c no as .r1 w min �� F t- o > _c coU O N rn E 7 C 0] LL W m `�° c cy `N° N (0.E . II Il ¢ U p fa . co J -c d cyc axi ° E II m Q c a3 = Q a� w II N ° m u rn�m _° �=° rn a 2 ti v o 3 me z y = N 'J N N 7 E 2 N "" a ._ 2 N M — i @8 d a 3 m accX �i h l o Q E N C O 2 Y ° O 2xx m J Z E o °wc�m c � $yrr'rr'r im ¢ co m m � Po Z .c y as asp E •- c ;nca° `oc � n V C 2 A �9 N y = oo � a� mE . O ° 5$ a __I .c o a aE NEinE Ny-o. _ F (n J g O O i< AD I AD w fn U F- Q N li O= N Vwin I : U Al,r--ilir-rrrrrirrrrirlirrrr-rirrif,...7 r. r IIII II II in my II II II -1 AI NIII JI II II II N c w _ m _ HD III N 1 9IIPII 904 1 - lif -- I11 f rn omo ''F lw in v 71 �- iC E c 11i # -� = E oo bo bo io p io iq orn E o a -o a .:4 t# - �--' v inc ih 'v aci .0 c ih @ 3 ca 3 I I I -- 1 - _i x yU Uo - c o c -1 II II o o� am �o; U1 U m o c_ c_ fl,c c Q om E E . E . o O o M Z iv'v U N N c as as Q =O t0 Tr O� a7 N V N a7 o E z U > > N o W D o N 0 L N O) € 3 = N 0 € - V Tt N N LL ,A- - i71A, - t c Ts as yen en N O O -- COa F- H H m m c rncc o - _ u J J 0_ O : 1T.'',.. \ co WV V a V C V V1 O OaiOli ' O M cm O �,' cU = U 'E N NMCn a7 .h M =�1 v g v v v v v v v v E < ' � / 0 c 0 c 6 Lc a U 3 3 Q O °j O a To rn z FIGURE 6010.507ISHEET 2 OF 2 N L co 1 -0 3 CO N a C w _ E al O c-In n IA ' run i .m a s U X a I ~ O -oc a) Qm r- o m N o O wG o c E o u cc a Z _ m.E Oj y r d rirm.ao E om ,2 w F m m m Cy' 8�` F�o (� — r 0 A o m w O cy Li, m $ /� ho v) ee o `" r LJ ----_____...--",,c sa m m _ E a r E o 6 a eu cti oO =- mam Zm- ,rnm 0) 0- a F • a t a U 0 U �o I—MI W c m ?in W— L —L U U c c m E a `O C c0 OM a as=y N £ L Ir ,. .._ _ co L N C CO m-Y 0 _ - (y„ _ �HV L Ir .. .. 09 0 _ L' 112 az, 00 � a yo°a vEip -oz Ec to. y 0 o D F Q m } U CO c0 iXJ I CJ—._ s , a ..:c • O 0 OD CO CO as 74,4,-'' N ,i • - - u? CO oa 3 u o 1 u <..........._._.____ 1. :,... I I. ii.o ______ 4101 (FIGURE 6010.508I SHEET 10F 2 1 y W pp s CD m o a m boo wYc'm m yo C rCN O—a -. o� co•acam U �Z: o > �--, W 0 U a. > N r Y m O N O N ma) E C u in LL'�' Cl)W m Cr, N a o U E m w '� ° c F m d co tr. 0 x m - mcm 'y >5w n fl w i _ N F O C N l0 _c a) c-c c w a E II II - 2 O d ° O wIT 1 -c w rna m Lo Ey II II O u96. G a am �° fY C7 °� c a le a� rn - U Q o = tY m co m °' N= EN°w a 3 �� 2: 3 m 5-o.§ X co m € a o O c w E 'O C C.-y5 y TO c — N i Q of a Y E o cCIL o-EN a� (° a f0 0 c� i� o .'", I;„ o O QUNc@U.N-, 2X N 2 M JZE c Ecvo wooC m a in . aos Po O — r o c d m E ay c E c 2 A o mg Z c m E ( E .,-,', E it') („v0� E / A � `°, v) Nv F- aQ cou_ow 2 -v o H LJ LL 1 0 1 x E i, E2H i n I c II II II -- _E ff = 9f = �I9f o b o o m in v I'' 1 l _ it ,- II H II CO 0 c m II II II II S o c a I co �iK `i '_ c o a�a 0 y o - - -c - - m 4 II II } • oo io 0o io rn r CO CO UU t) a II I I = -v v ; v v m v v c o c II II u' Z oo. o� u u — CNJm C C �..0� 11C .2 X f6 JU E E -� ,`E .- Q m - - 7iv- X CO cE co Do ir zU c m CO O v co co v o ` m4 CI o wU a) w W C7 m m cLao ii 3 U o n CO o m m E. c 3 1 - csl z L? N " .0 0 O \ � ~ o 0- W gi rb • �` O CO , - - Q co U) v v v V v v V v v O - U . l V tY) Q U N `�' E c n a ` ,- E v f6 V �' a N v v u / g v v v v v a v w Io co •-'- E c m oc' To U j� U Y c U > OT N O 4.0~U OU o U '' Tom 'FIGURE 6010.508ISHEET 2 OF 2 mCDy p "e r a w w LC) 7 5 z N e w m I- 5,' c L 5 = �wre L C ' 'Ay 7 w V K d o c a) a Q = -1 E m m m ` /7 2 .� c W >,to N 2 i£ ydd.-� d Y r @ O C H c$ .yv 0 L p Sf o W Q mE '_ �i' m Z Q M al c e Fj_ a C] o m O N L al 0 3 'a 2 . .) 2 4 g t, r C ___________,. ��� G t4 0 a> N CD a) N � 2' =Tr, C70 z° as t�3 z0- oQ a oa a a>ea -�- �. t 04 ID r c ,.; Z 0 A rz , 0a as Ov a> E m § c Wm co N' m IDI y fit_ YOa. , • Ea L Q- r EcsN OU/' 4. -'-x mp�. o U co i() .yN fir: -' O Nc� N ,O"O F a r O a F f(6CD C �-►- - ,fir„-. OQ. t. / , Tto 0 x.�� / L- _M1 .s. t 3�- t < -- .e -0- . _ _ io -2 ilqi:;.,„;::::- 1 . a> V a> m 8 L to E 1 ; 1:!-e-trif-_-"ti-- Cr, i t 0 (FIGURE 6010.5091 SHEET I OF 3 c� m e as o S O w pY Q np a)c. w I z p m 2 c,E y B o4� 3CU) 7 ca'- to N a3 C L c`i V �( C.L.. m d E� F. 3 F Q m O vLpi p ,.O/ m 0 CoNr NNOV C Q O a��� HQ m— c E c °� Lo 9 sue_ cn a0 c u m E d m a pe .4 z u1 to C 0 O y'-' OL. tT _O 0 m d W W p c0J � Q) mcooy m Ai g �$ 3'o O a E�C'G p i~ .-O a1 CO a 5 m ? o a) m E pu) c E aa) ; ag fP2 0 E o ? a A Geo C N 7 O 4 a = C e $ti o Q F (1 Q a7 Lt_ ,L.,, r O W a t9 m C N 0 _ o 0— 0 ad 0 C} ; la0 E .- c... ipm o m n m.- 1 Ec II II E E II II 60 III II Nj IIII ' I II n ++��}} \ems II u s ,. 1 m M to 1 _„ d it Z It II max' II NI- ao ip _ I . a a Il 04 II A. nIlr pal ii `r' JIILIIJI '� II ',N - III_I II II -IIII4 II i .- IIII II_ll " II =III1-1111 II _ _ _ _ _ =IIILIIJI I IIII _p �IIII�I II ` II rn r c _ _ _ _ _ IIII II II II II c y m =II,.., II II a N o aci - Ni r in iN q0a�_ - 3 I 1.I. II. �. II a I O7 0°° a a I I If I) ^ IIII ll_II II II K - III -ll II " II t6 w v ca ( =IIIII�I, It: c •c' pll II II I II II c- C - - E - E ¢IIIII�I II J N m ip ip z9 io b t co eo ih IIII psll II II M �° °° "� v _ = _= _ _ — ac i IIII IIRII . ' II p o '- - to U III)=11�1 II II a H oo 111 DID II It in m o -I m __ ='II l�lll' III Ilvll '1 I( . _ II m IIII 11 I II 0 C w C0 it z o rn to V m tb N m m N 1 I( it 0 t=. J w o mo 1111111 m m II . `- II m 1 o rj Q y w I a� y r y m m cnV - II II m m y o 0 o m 3 3.Y d' it S II o m m c F F F m o to J om II [ II y �v Iln n II IIII 11 11 .0 v v v v c v v v v Lo I III II �` a 3 3 3 3 Fo ► m a a U Lo 1.1 1 'FIGURE 6010.509ISHEET 2 OF 3 CT) m 1 �I Ns `ra � = f/1 _ � cow 2 f0 N W a C - - m 3 cn �� bb0 ' Ny2 �= v w m� e s F O d c W V O dm O CO m ' d (� 0 J L Q N Q O a -X a F Q •a 'i+ in - - m Z co L N d 7 N tOD O O @$ d W 3 m 2 ain ej a g-§ - W a �4/I '~" mr c —y X co �° m CCa o ° Fa 7 Q B� O r caci am r s3nn,° 0 o y E d o o c .w i \�� C O V J (L/J J ii 3 y E W N mm `$m r. T3 TO �a 8 _ 0 co a C CO Q tUW OZ'L -cecp :g - E Ziki z Lc6 Naar lig,;E,- -\\!:::--#1,1*Pir ih At `4 a a tV N X C i O c O C 0 O t7mxR3 i iQ —co_� in '> to L al m O Q L- TO.cw 14 N _...,„_„,..„„_„„,,..,„„„.......„„,„.„..,,,:_.7:::,... c -.. 6 4iNNE _o 5011 � 0 \ a?I CU m > m - U "'l -kiiiiiitillitiMil- _ Z Z I �r •/ W N I v a , CV c N LT ` I o0 jj 0, �Q 'al T i C N V a) w q OD I•-.- _E -•�- a0 d N. O O L J L., To SP FIGURE 6010.509ISHEET 3 OF 3 c W t am O 4 N 0 x �L r f 1- 0 -oc0 — c N om oco-0 a — �o � � Ec+I , > Q o as F w T.L. N d m Z E G� es a ui -• -0 y � W F L-o co c - o .0 Pa j _ rrm c A $ 8 3E 0 m ccW `o fi .-A o i al° cKa a) 75 E E o� `' c ro a o rou)C 0 Z m Uo Zco 00 ° oa a- l4 Of N .=yam 1 in _ T 1 CV N C - at co Q9 c sst, Q nn Z-a ZU �k O`ro Oa W ro U o w Cn Cn __ �, _ IllU) m E o N m a c co CY CO N` O C qJ v' CO OZ _ m ro _c cp ro m o L a kv ‘.11:: L m L 2 a - L'" O O a E c .c d o 1E1 o�' Eac - -N N o S _ N a lb (0 O- SCa (a O 17 is U U oV t—a io ii m • t io ti in / I — —. \ r e fi t — \I o • p • 7 f�}`s ro U �' f m i f0 m m Qy N av -,-;cc. Q� to c J W J 4`,.;`;` W 1 t 1044 1 , , WI ,,,, .„...... i iJI 1 'FIGURE 6010.5101 SHEET I OF 3 O ") s rc E co z CD a, O-0 E 5 U 2 w s 5 m a) 0 2 ;-a CO e U O C 0 N '^ y _ n O Y O- O-W E N V/ V k U CO a) 0)E O c 2 F D a)c0 NcEw I- 3 a `-' Om 6 CYc x0-Ey 0 Q c o 0 C C_ a) N E O 6 B'o `� S O T co L w a) a) • ram. ems[ - -ore con >-o C g •caw« m N o� mE Z ao E cEa) d S a W N E O x N N `w 01 Q s$ 0 O L Y C C co C H o'm W Q cocm m a ,= `j J Z .2.1) a) C n ni U C L cn C xy Po 0 — u)C'-00^O w O 0 a) `' 2 < d a) as ECE m $g /° 0 roE E ow a �, �� N 'c a) ] o IL'U c a. a o = z a)< U O. y (R � m 3 m o U 0 c c o O O - U p c N a as J 0 4 n 5p oro n n �. II II E E .. II II T • b ' N _ CL C m M 3I g V' 1 1 ' I- _ ,, ', ftEI3J `I ' II II 11IIw It . : L = 41� . i . - e1 OC c 41, o II II 11 II # (l c c - a) a # dk - dk #� a m io v A ri .7 III II II ,.- co v� ... mil. I' Z ,a 9 L— A _=( 1. a �, v �� i` II II II II - C c 1P - �1 fM' r III E E ---.0 ; 11 II _ ii II 1 c a? rn Y' o t eo m ih �. - d II l� . 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In w C t fnU , _ _ it Ucw, -4 .. wmoa �ocr• ga LPJ as f �o io x C O O C 9 f0 tlr tl -�--_co. tl - C C N,�O o' a cn o 0 c, ._ Q 1 m O Q_� likg tl >—L > O N S O N N LL.(may :: w N �� .may • t 2 ,--'-- iiiiiiiiiiireitliii CV 7 E U U N m ° 'v O � �� UiF: — (� _ CO co. �GI it ipplksaderniqt, (V D) tl — 3Q7 I R —L O _ O J tl I 'FIGURE 6010.510'SHEET 3 OF 3 4-' ' a) _ °� '' F9 o w W $ 0 ,_ `ocli N rc = g,a u`�r � r > w N No w r N 3 Tom' c m w• m €E W O r ? o.E.N • H 70 UP c CD al 0 13 m � w I O 0- 11 -'f wQo ��w• a n „LE,- y 3 a LU U a) CI li Hmr >� a� E • 2 —_`n RAQ�N�� O E_ D U U O �"��N N C ` M � e • 7 N C V O y O y 0 Q -'- a C Cf0 L 7'N _) U._ 2 O N G Ew Un73 t o N . ,C c Ca. O U N C O. y . h EL o Or r o Q AAr., t L. 1 ,l A i O/ .A ___-, �w F17,4 Y Q O C Q O X r U 3 O Z 1.3. t O_.,��CL1 O) d NOmo T Tr) Yv��.- O -Oi c L° a c) o U v b 2 cp M C v a) O < O O c r .N O V 0-oo U 4 V c I o m V m co ° I 1 () .L., i r csi �r !� A A taa t�C7 a c c 2 Na'O cN Y U, 0 cn o . - W • - 9 NI 0-.E. 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