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HomeMy WebLinkAboutPROJECT SPECIFICATIONS PROJECT SPECIFICATIONS FOR F.Y. 2013 SIDEWALK REPAIR PROGRAM-ZONE 3 AND �. TRAIL REPAIRS k$k�' z m«� • CONTRACT NO. 848 �0F S S/0/V I hereby certify t t thi ineering cument was prepared by me or under my direct 0000000 Q o°°°° °O°°° personal sup is' n a d t t I a duly licensed Professional Engineer under the laws of Q o° DENNIS cn the state 2 J 8 GENTZ o Z DE IS 1.GENTZ,P. . DATE °° 9662 My License Rene I Date is December 31,2014. °oo o° License No.is Iowa 9662. °Oo°°ppp°oo°° Pages or sheets covered by this seal: F.Y. 2013 SIDEWALK REPAIR PROGRAM - ZONE 3 CONTRACT NO. 848 CONTRACT DOCUMENTS TABLE OF CONTENTS 1. NOTICE OF PUBLIC HEARING AND NOTICE TO BIDDERS 2. INSTRUCTIONS TO BIDDERS 3. FORM OF BID OR PROPOSAL 4. SALES TAX EXEMPTION INFORMATION FORM 5. FORM OF BID BOND 6. NON-COLLUSION AFFIDAVITS 7. EQUAL OPPORTUNITY CLAUSE 8. TITLE VI CIVIL RIGHTS 9. RESIDENT BIDDER AND NON-RESIDENT BIDDER CERTIFICATION 10. AFFIRMATIVE ACTION PROGRAM 11. POTENTIAL ITEMS OF WORK FOR MBE/WBE PARTICIPATION SUBCONTRACTOR'S BID REQUEST FORM, LETTER FORM FOR SUBCONTRACTOR QUOTES, MBE/WBE SCOPE LETTER, MBE AND/OR WBE PREBID CONTACT INFORMATION FORM 12. WATERLOO/CEDAR FALLS MINORITY AND WOMEN BUSINESSES ENTERPRISE CONSTRUCTION AND MAINTENANCE CONTRACTOR'S GUIDE 13. STATEMENT OF BIDDER'S QUALIFICATIONS 14. GENERAL SPECIAL PROVISIONS 15. SPECIAL PROVISIONS 16. GENERAL SPECIFICATIONS FOR CONSTRUCTION 17. SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION 18, FORM OF CONTRACT 19. FORM OF PERFORMANCE BOND 20. FORM OF PAYMENT BOND 21. REPAIR LOCATIONS NOTICE OF PUBLIC HEARING On Proposed Plans, Specifications, Form of Contract, And Estimate of Cost and the NOTICE TO BIDDERS For the Taking of Construction Bids For the F.Y. 2013 SIDEWALK REPAIR PROGRAM —ZONE 3 AND TRAIL REPAIRS In the City of Waterloo, Iowa CONTRACT NO. 848 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 8th day of April, 2013, until 4:00 p.m. for the construction of the F.Y. 2013 SIDEWALK REPAIR PROGRAM — ZONE 3 AND TRAIL REPAIRS, Contract No. 848, as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS All proposals received will be opened in open Council meeting to be held in the Council Chambers in the City Hall in the City of Waterloo, Iowa, on the 8th day of April, 2013, at 5:30 p.m., and the proposals will be acted upon at such later time and place as may then be fixed. PUBLIC HEARING Notice is hereby given that the Council of said City will conduct a public hearing on the proposed plans, specifications, form of contract, and estimate of cost for the construction of the above-described improvement project at 5:30 p.m. on April 8, 2013 said hearing to be held in the Council Chambers in the City Hall in said City. The proposed plans, specifications, form of contract, and estimate of cost for said - improvements heretofore prepared by the City Engineer of the City of Waterloo are now on file in the office of the City Clerk for public examination, and any person interested therein may file written objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto at the meeting above set forth. SCOPE OF WORK DIVISION 1 This project consists of removing and replacing PCC sidewalk of various widths and thicknesses and placement of ADA truncated domed ramps where required within Zone 3 of the City of Waterloo's Sidewalk Repair Program. This project is generally located in an area bounded by: NOTICE OF HEARING CONTRACT NO. 848 Page 1 of 5 West City Limits — Cedar River—West Mullan — Highway 63 —West City Limits DIVISION 2 Trail repairs located on recreational trails within Zone 3. 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 all items shall be completed on or before July 2, 2013. 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. PLANS AND SPECIFICATIONS Plans and Specifications governing the construction of the proposed improvements have been prepared by the City Engineer, which plans and specifications and also the prior proceedings of the City Council referring to and defining said proposed improvements are hereby made a part of this notice, and the proposed contract by reference shall be executed in compliance therewith. Plans and Specifications are available from the City Engineer upon the City's receipt of a $25.00 refundable deposit. Deposits will be refunded if the plans are returned in usable condition (i.e. free of highlights, ink markings, tears, stickers, water stains and soiling) to the Engineer's Office by the end of the 14th consecutive day after the project has been awarded. No deposits will be refunded for any 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. This deposit policy shall also apply to the prime contractor awarded the project for all plans and specifications obtained and distributed by the prime contractor to their subcontractors and suppliers in determining the prime contractor's bid, if the prime contractor wishes for their deposit to be returned. Upon award of project, the prime contractor shall be supplied with the needed number of plans and specifications at no additional cost. NOTICE OF HEARING CONTRACT NO. 848 Page 2 of 5 CONTRACT AWARD A contract will be awarded to the qualified bidder submitting the lowest total bid. The City reserves the right to reject any or all bids, 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 with the State of Iowa and preference will be given to local domestic labor in the construction of the improvement. PROPOSALS SUBMITTED The bidder shall submit bids on the items listed in the proposal. The bidder shall clearly write or type the unit bid price and the bid item extension (Unit Price x Estimated Qty) in numerals on the blanks provided. Should there be any discrepancy between the unit bid price and extension, the City of Waterloo shall consider the unit bid price as being the valid unit bid price. The bidder has the option to submit a computer-generated spreadsheet in lieu of the portion of the Form of Bid or Proposal, which includes the Bid Item Number, Description, Unit, Estimated Quantity, Unit Bid Price, Total Bid Price and Total Bid. The computer-generated spreadsheet shall include all of the information listed in that portion of the Form of Bid or Proposal as well as bear the signature of the Prime Contractor submitting the bid. For the bidders who submit a computer-generated spreadsheet, the TOTAL BID (with alternates, if applicable) shall also be indicated in the space(s) provided on the Form of Bid or Proposal. BID SECURITY REQUIRED All bids must be accompanied in a separate envelope by a certified or cashier's check - drawn on an Iowa bank, or a bank chartered under the laws of the United States, a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, or bid bond, (on the form furnished by the City) payable to the City of Waterloo, Iowa, in the sum of not less than five percent (5%) of the bid submitted, which certified check, certified share draft or bid bond will be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish the required - bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bonds, his bid security may be retained by said City as agreed upon liquidated damages. If bid bond is used, it must be signed by both the Bidder and the surety or surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. NOTICE OF HEARING CONTRACT NO. 848 Page 3 of 5 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 five hundred dollars ($500.00) per day, for each day, as further described herein, in excess of the authorized time. Days beyond the specified completion date for which Liquidated Damages will be charged will be working days that the contractor does, or could have worked, from Monday through Saturday. Sundays will be counted only if work is performed. Partial working days will be considered as a full working day. Days not chargeable for Liquidated Damages will include rain days, Sunday if no work is done, and legal holidays. NOTICE OF HEARING CONTRACT NO. 848 Page 4 of 5 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. RESIDENT BIDDER/NON-RESIDENT BIDDER 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 Resident Bidder Certification or a Non-Resident Bidder Certification in the form(s) herein provided. SALES TAX EXEMPTION CERTIFICATES Contractors and approved subcontractors will be provided a Sales Tax Exemption Certification to purchase building materials or supplies in the performance of construction contracts let by the City of Waterloo. Published pursuant to the provisions of Division VI of Chapter 384 of the Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the day of 2013. CITY OF WATERLOO, IOWA BY: Suzy Schares City Clerk NOTICE OF HEARING CONTRACT NO. 848 Page 5 of 5 This Contract Compliance Program does not propose to include any set-aside or quotas, but only flexible goals where "good-faith efforts" are required by the contractor to use MBE/WBE subcontractors. This Program shall not eliminate the need for contractors to continue their "good-faith efforts" in using MBE/WBE subcontractors on City contracts estimated at less than $50,000. _. The City of Waterloo will make every effort to reduce in-house construction and maintenance work that would be more cost effectively performed by the private sector and, thus, would allow additional bidding opportunities for MBE/WBE firms. The City Contract Compliance Officer shall be advised of all City of Waterloo awarded construction contracts. 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. INSTRUCTIONS TO BIDDERS Page 5 of 13 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). 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: INSTRUCTIONS TO BIDDERS Page 6 of 13 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 MBENVBE 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 * Evidence of negotiating with MBE/WBE firms ' MBE/WBE quotes obtained and non-MBE/WBE quotes used INSTRUCTIONS TO BIDDERS Page 7 of 13 * 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. ll. Prime Contractors In order to be in compliance with the guidelines of this program, the prime contractor must show good-faith efforts in following the MBE/WBE Contract Compliance Program. Good-faith efforts include, but are not limited to, the following: A. Prime contractors shall send solicitation letters (Form CCO- 3) to appropriate MBE/WBE (those certified in directory prepared by City Contract Compliance Officer) at least seven (7) working days prior to bid date. Letters should identify specific items to be subcontracted. A minimum of three (3) INSTRUCTIONS TO BIDDERS Page 8 of 13 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 MBENVBE Certification List). If less than three (3) are offering the services to be subcontracted, then a contact is required for any that are listed as providing that service. If the Prime Contractor submits a MBENVBE contact not on the City's MBENVBE list, attach a copy of the MBE/WBE/DBE Certifications from another government agency. B. If a prime contract bidder is unable to identify MBENVBE firms to perform portions of the work, the City Contract -- Compliance Officer should be contacted for assistance immediately. C. Prime contract bidders may solicit MBENVBE proposals by telephone or personal interviews, but all such contacts shall be confirmed by Certified Mail, or subcontract bid request forms (Form CCO-2). D. If any MBENVBE business submitting bids is not selected for subcontract award, documentation must accompany the "MBENVBE Business Enterprise Pre-Bid Contact Information Form" (Form CCO-4 and CCO-4A) on why the MBENVBE was not selected. These reasons could include: a. Not low bid. Copies of the competing bids may be required for verification. b. MBENVBE did not bid, withdrew bid or non-responsive. c. Documentation of other business-related reason for not selecting the MBENVBE 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. lll. MBE/WBE Firms A. MBENVBE 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 MBENVBE Contractors list as of July 1, 2002. INSTRUCTIONS TO BIDDERS Page 9 of 13 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. 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 INSTRUCTIONS TO BIDDERS Page 10 of 13 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 any 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. INSTRUCTIONS TO BIDDERS Page 11 of 13 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 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. INSTRUCTIONS TO BIDDERS Page 12 of 13 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 14 to 15 of 19 Pages. The certificate of insurance shall be furnished in such number of copies as the City of Waterloo may require. The City of Waterloo shall be named as an "Additional Insured." The contractor shall similarly submit his subcontractor's certificates of insurance in the amounts for approval before each commences work. The contractor shall carry or require that there be Workmen's Compensation Insurance for all his employees and those of his subcontractors engaged in work at the site, in accordance with State Workmen's Compensation Laws. d. The failure of the successful bidder to execute such agreement and to supply the required bond or bonds within ten (10) days after the prescribed forms are presented for signature, or within such extended period as the City of Waterloo, Iowa, may grant, based upon reasons determined sufficient by the City of Waterloo, Iowa, may either award the contract to the next lowest bidder or re- advertise for bids, and may charge against the bidder the difference between the amount of the bid an the amount for which a contract - for the work is subsequently executed, irrespective of whether the amount thus due exceeds the amount of the bid guaranty. If a more favorable bid is received by re-advertising, the defaulting bidder shall have no claim against the City of Waterloo, Iowa, for a refund. 15. RESIDENT BIDDER/NON-RESIDENT BIDDER PREFERENCE Attention of bidders is called to compliance with the provisions of the Resident Bidder/Non-Resident Bidder requirement. Each bidder submitting a bid shall execute and include with the bid, a - Resident Bidder Certification or a Non-Resident Bidder Certification in the form(s) herein provided. INSTRUCTIONS TO BIDDERS Page 13 of 13 FORM OF BID OR PROPOSAL F.Y. 2013 SIDEWALK REPAIR PROGRAM —ZONE 3 AND TRAIL REPAIRS CONTRACT NO. 848 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 F.Y. 2013 SIDEWALK REPAIR PROGRAM —ZONE 3 AND TRAIL REPAIRS, Contract No. 848, all in accordance with the above-listed documents and for the unit prices for work in place for the following items and quantities: F.Y. 2013 SIDEWALK REPAIR PROGRAM - ZONE 3 AND TRAIL REPAIRS CONTRACT NO. 848 BID DESCRIPTION DIVISION 1 v-UNIT- EST QTY UNIT BID TOTA>_BID x 1TEM :PRICE' PRICE ' Mae � REMOVE & REPLACE PCC SIDEWALK, 1 4" SF 3,892.5 $ $ 2 NEW PCC SIDEWALK, 4" SF 262.1 $ $ REMOVE & REPLACE PCC SIDEWALK, 3 6" SF 4,104.E $ $ 4 NEW PCC SIDEWALK, 6" SF 974.2 $ $ z 5 REMOVE PCC SIDEWALK, 6" SF 710.9$ $ REMOVE & REPLACE PCC SIDEWALK, 6 8" SF 73.2 $ $ 7 DETECTABLE WARNING SURFACE SF 914.0 $ $ FORM OF BID CONTRACT NO. 848 Page 1 of 4 REMOVE & REPLACE 24" PCC CURB & 8 GUTTER, 6" LF 163.9 $ $ REMOVE & REPLACE 24" PCC CURB & 9 GUTTER, 7" LF 52.0 $ $ REMOVE & REPLACE 24" PCC CURB & 10 IGUTTER, 7.5" LF 70.0 $ $ REMOVE & REPLACE 24" PCC CURB & 11 GUTTER, 8.5" LF 252.7 $ $ REMOVE & REPLACE 24" PCC CURB & 12 GUTTER, 10" LF 344.1 $ $ REMOVE & REPLACE 24" PCC CURB & 13 IGUTTER, 12" LF 29.0 $ $ 14 SIDEWALK PATCH EACH 3.0 $ $ 15 ASPHALT PATCH SF 19.0 $ $ 16 MANHOLE ADJUSTMENT EACH 1.0 $ $ 17 REMOVE LIGHT POST BASE EACH 1.0 $ $ 18 3/4" ROADSTONE TON 20.0$ $ 19 TRAFFIC CONTROL LS 1.0 $ $ TRAFFIC CONTROL, ANSBOROUGH 20 AVE & US HWY 218 LS 1.0 $ $ TOTAL BID — DIVISION 1 $ BID DESCRIPTION-DIVISION 2 U�++IIT SST QTY, FIN BfD TOTAL"BID ITEM � �= � E PRICE.. AWA REMOVE & REPLACE PCC 1 RECREATIONAL TRAIL, 5" SF 3,056.8 $ $ REMOVE & REPLACE HMA 2 RECRATIONAL TRAIL, 4" SF 2,775.5 $ $ 3 INEW PCC SIDEWALK, 4" SF 82.0 $ $ REMOVE & REPLACE PCC SIDEWALK, 4 4" SF 16.0 $ $ REMOVE & REPLACE PCC SIDEWALK, 5 6" SF 412.4 $ $ 6 IREMOVE & REPLACE PCC STREET, 6" SF 1,040.0 $ $ 7 DETECTABLE WARNING SURFACE SF 76.0 $ $ REMOVE & REPLACE 24" PCC CURB & 8 GUTTER, 8.5" LF 53.0 $ $ 9 ISUBGRADE REPAIR EACH 7.0 $ $ FORM OF BID CONTRACT NO. 848 Page 2 of 4 10 TRAFFIC CONTROL LS 1.0$ $ TOTAL BID — DIVISION 2 $ TOTAL BID — DIVISION 1 + DIVISION 2 $ 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 Resident Bidder Certification ( ), cr Non-Resident Bidder Certification ( ). (Mark one.) 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 FORM OF BID CONTRACT NO. 848 Page 3 of 4 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. 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 CONTRACT NO. 848 Page 4 of 4 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. 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 callet. "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 presents 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 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 201_. Title My commission expires 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 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. EQUAL OPPORTUNITY CLAUSE PAGE 1 OF 2 PAGES 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, 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 PAGE 2 OF 2 PAGES 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. RESIDENT/NON-RESIDENT BIDDER RESIDENT BIDDER: In accordance with Section 73A.21 of the Iowa Code, all non-federal-aid public improvement projects, which include road construction, shall be performed by a qualified resident bidder. The resident bidder has been further defined as follows: Resident Bidder: A person or entity authorized to transact business in this state and having a business for at least three years prior to the date of the first advertisement for the public improvement. If another state or foreign country has a more stringent definition of a resident bidder, the more stringent definition is applicable as to bidders from that state or foreign country. The contractor shall provide the City with a certification that he is a qualified resident bidder according to the above definition. The Certification shall be submitted with the contractor's bid. A copy of the form of "Resident Bidder Certification" is included in the Contract Documents. If it is determined that the contractor does not meet this qualification after he begins work, a shutdown notice shall be issued and the voiding of the contract shall begin unless the contractor becomes qualified. NON-RESIDENT BIDDER: The contractor shall provide the City with a certification that he is a non-resident bidder according to the above definition. The Certification shall be submitted with the contractor's bid. A copy of the form of"Non-Resident Bidder Certifica-ion" is included in the Contract Documents. DJG 01/02/12 RESIDENT BIDDER CERTIFICATION CONTRACT NO: PROJECT NAME: DATE OF LETTING: To be a qualified resident bidder, the bidder shall be a person or entity authorized to transact business in this state and having a business for at least three years prior to the date of the first advertisement for the public improvement. If another state or foreign country has a more stringent definition of a resident bidder, the more stringent definition is applicable as to bidders from that state or foreign country. This qualification as resident bidder shall be maintained by the contractor and his subcontractors at the work site until this project is completed. I hereby certify that 1 am a resident bidder as defined above. COMPANY NAME CORPORATE OFFICER TITLE DATE NON-RESIDENT BIDDER CERTIFICATION CONTRACT NO.: PROJECT NAME: DATE OF LETTING: hereby certify that I am an Iowa non-resident bidder. COMPANY NAME: CORPORATE OFFICER: TITLE: DATE: STATE/COUNTRY OF RESIDENCY: Stated below are the preference(s) to resident bidders in the state/country of__ (Preference to bidders, labor force, or other preferential treatment to bidders or laborers, etc. 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 - 2 - 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. III. AFFIRMATIVE ACTION A. recognizes that the (Name of Company) effective application of a policy of merit employment involves -nore 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. - 3 - D. (Name of Company) will seek qgAffied minority, female, 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. (Name of Company) will encourage other companies with whom we are associated and/or do business, to do the same and we will assist them in their efforts. H. (Name of Company) has taken the following Affirmative Action to ensure that minority, female, local contractors and/or suppliers were provided opportunities to negotiate and/or bid on this project: (if none, write ,NONE") 1. 2. 1. 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. (Name of Company) will require approved Affirmative Action Programs from all nonexempt contractors who propose to work on this project and will take whatever steps are necessary to ensure that non-minority contractors have adequate representation of minority, female and local persons in their total work force. - 4 - 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 201_, 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 101/o or more for minorities and 1% and 5% or more for women. Please be advised that the goals or targets are purely your estimation of how many women and minorities your company can reasonably expect to hire in 201_. Note, that none of the goals ae 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). - 5 - CONTRACTOR'S TOTAL WORK FORCE (WATERLOO) HOURLY NAME AND ADDRESS .JOB CATEGORY RACE SEX WAGE INDICATE: DISABLED VETERAN: DV VIETNAM ERA VETERAN: VV HANDICAPPED: H - 6 - 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: - 7 - 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. - 8 - ITEMS OF POTENTIAL MBE/WBE PARTICIPATION NOTICE TO PROSPECTIVE BIDDERS: The following are items from the F.Y. 2013 SIDEWALK REPAIR PROGRAM — ZONE 3 AND TRAIL REPAIRS, Contract No. 848, that have a potential for MBE/WBE Participation. This listing, however, is not intended to be all encompassing to preclude MBE/WBE Contractors from bidding on any items of the Proposal as a Subcontractor or the entire Proposal as a Prime Contractor. BID UNIT EST.-QTY. ITEM DIVISION 1 DESCRIPTION-BASE BID i 1 REMOVE & REPLACE PCC SIDEWALK, 4" SF 3,892.5 2 NEW PCC SIDEWALK, 4" SF 262.1 3 REMOVE & REPLACE PCC SIDEWALK, 6" SF 4,104.6 4 NEW PCC SIDEWALK, 6" SF 974.2 5 REMOVE PCC SIDEWALK, 6" SF 710.9 6 REMOVE & REPLACE PCC SIDEWALK, 8" SF 73.2 7 DETECTABLE WARNING SURFACE SF 914.0 8 REMOVE & REPLACE 24" PCC CURB & GUTTER, 6" LF 163.9 9 REMOVE & REPLACE 24" PCC CURB & GUTTER, 7" LF 52.0 10 REMOVE & REPLACE 24" PCC CURB & GUTTER, 7.5" LF 70.0 11 REMOVE & REPLACE 24" PCC CURB & GUTTER, 8.5" LF 252.7 12 REMOVE & REPLACE 24" PCC CURB & GUTTER, 10" LF 344.1 13 REMOVE & REPLACE 24" PCC CURB & GUTTER, 12" LF 29.0 14 SIDEWALK PATCH EACH 3.0 15 ASPHALT PATCH SF 19.0 16 MANHOLE ADJUSTMENT EACH 1.0 17 REMOVE LIGHT POST BASE EACH 1.0 18 3/4" ROADSTONE TON 20.0 19 TRAFFIC CONTROL LS 1.0 20 TRAFFIC CONTROL, ANSBOROUGH AVE & US HWY 218 LS 1.0 1 REMOVE & REPLACE PCC RECREATIONAL TRAIL, 5" SF 3,056.8 2 REMOVE & REPLACE HMA RECRATIONAL TRAIL, 4" SF 2,775.5 3 NEW PCC SIDEWALK, 4" SF 82.0 4 REMOVE & REPLACE PCC SIDEWALK, 4" SF 16.0 5 REMOVE & REPLACE PCC SIDEWALK, 6" SF 412.4 6 REMOVE & REPLACE PCC STREET, 6" SF 1,040.0 7 DETECTABLE WARNING SURFACE SF 76.0 8 REMOVE & REPLACE 24" PCC CURB & GUTTER, 8.5" LF 53.0 9 SUBGRADE REPAIR EACH 7.0 10 TRAFFIC CONTROL LS 1.0 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 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 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) Y 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) U ° L N U) a) — m N + w N m C a) N U O -0 O. z L -p U) U a) C LL m O oO E Of c O ma U Ew0o > 0) 0 0 z E oaN yL3 0 w U O w Ec«= >, c L c u0) a m � w a) h m e o om -0 . -0Naa) cu ?Zom E Q o v w w a) N c p c W c 2 :o s m uNi U v m � w .� O to mw � � > a) L m 0 fuM � O �. 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Q E Y u) o a) - c U) Ln O a) F" O ° 0O ° p U0 O o aa)) c0 w❑ ZNLL 0 c LLI O n a) O � Z U) Z3 Ua N N � U ^C N LLI m c O m U) + c� L W ) m -0 .N yaoiac0i cE CU ZCL � U U) O vi ° n a) 15 a a) W w U) U- 0 W � � N g � � U m -0 Ocn Z a' Z o o .0 a. c 3 0 � N LL! DUa ma°i ~ - o � � .LU., a�i � ZN � o m Q g LO > a) E O_ /sy Z T Q a) L U) O d cn F— ZLU `/ U O � U a) Q m0 Q)w `o -a v Q'= ° c c°i cL f° � aim o W in � m LLI ❑ in Ern � � o � } O a, 3 Lo W (D N -° I �m LU ZCo — O uCeS Fn) Co a) O a) FFn U a) m Q LL A O d 0 U U_ W (0 O Wu t0 L � 0 -0 0 Q) � o fU ° O Um mL (JJm ocl U o � n >' cn o 0 -0 -0E 0 m c Owo � m e Q vi rn w ° -Q -a n m -0E— U ca cn o :3 O V V WU O, Lm M Q c � M L .2g � 3 i OU d o a �1" p O (� O Z c d W c o - c = v o E O ° U � U coo aa) rn E m sue. N ca V c a) � O o f -2 N a) c Wpa � � n? O � G Ua c° � CD W n o) o a) E OU) 0- o c O'Z �n ° O ° c m ca cu a) m U O>E i aO 0 CZ >,a) ° n o Z ai Q U cn V W s E CERTIFIED MBE / WBE CONTRACTORS CITY OF WATERLOO, IOWA s i 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.wplwioo.lib.ia.us/contractcompliance/ Contact: Rudy Jones, Community Development Director Email: rudy.ionesC&waterloo-ia.org Phone: (319) 291-4429 Fax: (319) 291-4431 -- M.BE/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) 236-9075 — FAX: (319)236-0515 Contact: Terry Phillips Certified: City of Waterloo Certified MBE,Iowa DOT, TSB Certified — Specializing in: COMMERCIAL AND RESIDENTIAL DEMOLITION, CONCRETE PAVING, DRIVEWAYS, TRUCKING (ALL TYPES), GENERAL CONSTRUCTION MBE./WBE Certified Contractors List Page 2 of a -' -- GREER'S WORKS 2003 Plainview Street Waterloo, IA 50703 — Phone: (319) 233-4701 Contact: Willie Greer Specializing in: DRIVEWAYS, SIDEWALKS, CARPENTRY, ROOFING, GENERAL CONSTRUCTION LOVE'S ENTERPRISE 835 West Fifth St. P.O. Box 246 Waterloo, IA 50704 Phone: (319) 233-3260 Contact: David Love Certified: Iowa DOT, City of Waterloo Certified MBE Specializing in: CONCRETE PAVING, ASPHALT, DRIVEWAYS, SIDEWALKS, TRUCKING OLD GREER'S WORKS 2309 Springview Street �- Waterloo, IA 50707 Phone: (319) 233-2150 Contact: David L. Greer, Sr. Specializing in: GENERAL CONSTRUCTION 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 MBE/ BE Certified Contractors List Page 3 of 41 CERTIFIED 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 PETERMAN & HAES CARPET ONE* 4003 University Avenue Waterloo, IA 50701 Phone : (319) 233-6131 FAX: (319) 233-6133 email: JR11486kcfu.net Certified: City of Waterloo WBE Contact : Carol Reese — Specializing in: FLOOR COVERING 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 * DENOTES WOMEN BUSINESS ENTERPRISE MBE/WBE Certified Contractors List Page 4 o-f 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: STATEMENT OF BIDDER'S QUALIFICATIONS PAGE 1 Of= 2 PAGES 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. 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 PAGE 2 OF 2 PAGES 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 F.Y. 2013 SIDEWALK REPAIR PROGRAM — ZONE 3 AND TRAIL REPAIRS, Contract No. 848 in accordance with these specifications. The plans and specifications are dated March 22, 2013. They have the general title of F.Y. 2013 SIDEWALK REPAIR PROGRAM — ZONE 3 AND TRAIL REPAIRS, Contract No. 848. 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. The Contractor shall not be compensated for delays and/or extra costs due to conflicts with existing conditions. An arrow drawn away from a line represents the boundary where a series of panels will be removed and replaced. 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 dirt and rubble resulting from construction operations shall be hauled to the County Landfill, approved Rubble Site 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. 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. GENERAL SPECIAL PROVISIONS CONTRACT NO. 848 Page 1 of 5 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 non-salvageable 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. The removal and replacement of mailboxes will not be considered for direct payment, but will be considered incidental to the item to which it applies. 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, GENERAL SPECIAL PROVISIONS CONTRACT NO. 848 Page 2 of 5 railroads, highways, and private property. Any costs or inconverience 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. 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. 12. BEGINNING OF CONSTRUCTION The Contractor shall coordinate with the City Engineering Department the date which the construction of this contract may begin. 13. PRE-CONSTRUCTION CONFERENCE Before any work is started, the Contractor shall arrange with the City Engineering Department to hold a preconstruction conference to discuss problems and schedules of contracts. 14. 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 SIGNS AND STREET SIGNS The Contractor shall contact the City of Waterloo Traffic Operations Department to GENERAL SPECIAL PROVISIONS CONTRACT NO. 848 Page 3 of 5 have any street sign that will be affected by construction removed and replaced when the work has been completed. 16. TRAFFIC CONTROL DURING CONSTRUCTION The Contractor shall, 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 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. All barricades required for this project shall be standard Type II, or III with high- intensity sheeting with flashing amber light attached. For all locations where construction is required within the street, a standard "ROAD WORK AHEAD" sign, 4' x 4' dimension with high-intensity sheeting with a flashing amber light attached, shall be located as directed by the Engineer. Where alley approach walks are removed the Contractor shall use Type II or Type III barricades with steady burn or flashing amber lights and high intensity sheeting, on both the alley and street side of the approach. The barricades described above for pedestrian traffic shall also be required with high-intensity sheeting. The Contractor shall replace the alley approach walk the day it is removed. The Contractor shall barricade both ends of each area where curb cut or sidewalk is removed. The Contractor shall use Type II or Type III barricades, as described herein. Barricades shall be clean with good reflective properties and constructed with high- intensity sheeting as determined in the field by the Engineer. If the reflectivity of the barricade sheeting deteriorates, the contractor shall clean the barricade, as acceptable to the Engineer. All said barricade cleaning shall be considered "Incidental" to the applicable items. 17. GRADES, LINES, LEVELS, AND SURVEYS The Contractor shall verify all grades, lines, levels and dimensions as shown on the drawings, and he shall report any errors or inconsistencies in the same to the City Engineer before commencing work. 18. SAFETY OF WORKERS AND PUBLIC The Contractor shall, at all times, take necessary precautions to protect the life and GENERAL SPECIAL PROVISIONS CONTRACT NO. 848 Page 4 of 5 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 protect on but shall be considered incidental to other items of work. The public shall be kept outside of any work area. 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. - 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 2013 due to City holidays: May 27 and July 4. GENERAL SPECIAL PROVISIONS CONTRACT NO. 848 Page 5 of 5 SPECIAL PROVISIONS 1. STANDARD SPECIFICATIONS The Standard Specifications, which are referenced in the contract documents, are designated as follows: WATERLOO STANDARD SPECIFICATIONS - "Standard Specifications for Municipal Public Works Construction, City of Waterloo, Iowa" and "City of Waterloo Driveway and Sidewalk Specifications." [DOT STANDARD SPECIFICATIONS - "Standard Specifications for Highway and Bridge Construction, Iowa Department of Transportation, Ames, Iowa, Series of 2009" and current revisions thereof. 2. SPECIAL NOTES ON SELECT BID ITEMS A. NEW PCC SIDEWALK, 4" —At various locations, new sidewalk sections will be installed to provide new pedestrian accessibility ramps or allow pedestrians to easily access traffic control buttons. Any new sidewalk section installed shall not exceed a 2% cross slope. In cases where the section will be a pedestrian accessibility ramp landing, neither the cross slope or the running slope shall exceed 2%. Contractor shall replace adjoining sidewalk sections, as needed, to allow these new sidewalk sections to meet the cross and running slope requirements. B. REMOVE PCC SIDEWALK, 6" — At various locations, existing pedestrian accessibility ramps are no longer needed or the ramps are not paired. Identified accessibility ramps shall be removed and the resulting hole filled with topsoil and seeded. Topsoil, seeding and erosion control matting shall be considered incidental to the sidewalk removal bid item. The dropped curb sections for these removed ramps shall be replaced with full height curb in accordance with the specifications for curb replacement. Those replaced sections of curb shall be paid for under the appropriate curb replacement bid item. C. SIDEWALK PATCH — At several repair locations, the sidewalk sections are in generally good shape save for small deteriorated holes. At each patch location, the Contractor shall remove all loose material, clean the work area of all debris and dirt, and then patch the hole with patching material approved in the current Waterloo sidewalk specifications. D. ASPHALT PATCH — At the intersection of Knoll Avenue and Falls Avenue (sheet number 29) one of the pedestrian ramps to be replaced abuts an asphalt driveway approach. Repair of this ramp will likely require removal of some of the asphalt approach. Contractor shall SPECIAL PROVISIONS CONTRACT NO. 848 Page 1 of 7 patch the disturbed section and return the approach to good condition. This bid item includes all materials and labor necessary to properly discard removed material and to return the disturbed approach to good condition. E. MANHOLE ADJUSTMENT — The installation of a new pedestrian accessibility ramp at the southeasterly corner of the Ansborough Avenue/US Highway 218 interchange will likely require the Contractor to adjust an existing manhole to allow the ramp to meet current ADA requirements. This bid item includes all materials and labor necessary to adjust the manhole to proper grades. F. REMOVE LIGHT POST BASE — The installation of a new sidewalk at the northwest corner of the 11t" Street Bridge will likely require the Contractor to place the sidewalk atop an existing light pole base. The Contractor is directed to avoid disturbing this light pole base, if possible. This bid item, if used, shall include all material and labor necessary to remove and dispose of said light pole base and fill the resulting hole. G. %" ROADSTONE — In certain locations, the sidewalk repair work will occur in alley approaches that are abutting rocked alleys and the repair work will require the contractor to remove some of the alley surfacing material. The contractor shall supply, place and compact 3/" roadstone, as needed, to return the alley surfacing to pre-construction conditions. H. TRAFFIC CONTROL, ANSBOROUGH AVENUE & US HIGHWAY 218 — The Contractor will be making repairs to the sidewalk along the west and north sides of Ansborough Avenue between Maynard Avenue and Courier Street. The sidewalk is generally abutting the roadway, which will require the Contractor to work in the roadway. For the Contractor, his employees and.the public's protection, the traffic control plan included as sheet 14 SHALL BE STRONGLY ENFORCED. The Contractor is urged to use M-4 concrete to speed repairs and reduce lane closures. The Contractor is directed to make the repairs early in the week to avoid lane closures on Thursday and Fridays and the Contractor shall notify the Engineer of his intentions to begin work at least one (1) week prior to beginning construction. This will allow the Engineer to coordinate road construction with public safety officials. This bid item is lump sum and shall include all signage and labor necessary to ensure that the traffic control devices are maintained until construction is finished and the traffic control devices can be removed. 1. SUBGRADE REPAIR — At various locations on the recreation trails, bridges allow the trail to span drainage ways or creeks. The soils abutting the approaches at several of these bridges have settled, creating voids under or along the trail, which pose a hazard to trail users. Under this bid item,`the Contractor shall repair the subgrade, removing any undesirable material and filling the voids with granular material, SPECIAL PROVISIONS CONTRACT NO. 848 Page 2 of 7 placing the material in lifts of no greater than six (6) inches in depth, compacting each lift to a suitable state. If conditions warrant, the Contractor may use a flowable lean concrete mix in lieu of granular material. This item is a lump sum per location and shall include all material and labor necessary to repair the subgrade. The removal and replacement of the existing trail surface material shall be paid for under the appropriate bid item. 3. SIDEWALK CONSTRUCTION Construction of sidewalks, pedestrian accessibility ramps and curb and gutter sections shall meet the requirements of the current City of Waterloo Driveway and Sidewalk Specifications. These specifications and detail sheets are included at the end of these Special Provisions. 4. SIDEWALK REMOVAL The Contractor shall remove the sidewalk panels as shown on the plans or as designated in the field by the Engineer. If only portions of a stretch of sidewalk are to be removed, the boundaries of the removed panels shall be made by a vertical full-depth saw cut before breaking the panels for removal. The Contractor shall not receive compensation for removing any sidewalk panels or pavement sections not designated for removal. Any areas of sidewalk or neighboring pavements broken or damaged by the Contractor's operations shall be sawed full depth at the next panel joint beyond the damage, and removed and replaced by the Contractor without compensation. 5. EXISTING THIN/BRITTLE CONCRETE SIDEWALK The Contractor is advised that some sections of sidewalk have a thin top layer of concrete that is very brittle. The Contractor shall be extremely careful during removal of these sidewalk panels so as not to disturb adjacent sidewalk panels. Any sidewalk repair outside the area marked for replacement that is necessary due to negligence or poor workmanship by the Contractor, as determined by the Engineer, will be considered the Contractor's responsibility and will not be compensated. 6. REMOVE AND REPLACE 24" CURB & GUTTER SECTION Where curb and gutter is removed and replaced, any sawing for removal is incidental to the removal and replacement of the 24" Curb and Gutter bid item. The minimum length for curb and gutter replacement shall be 4 . When the saw cut for the removal and replacement of the 24" Curb and Gutter section is within 6' of an existing expansion or saw cut joint in the curb, the curb and gutter shall be removed and the entire length replaced to the existing joint. The Contractor will be compensated for this work through the appropriate removal and replacement bid item. The additional saw cut is considered incidental. Sawing for curb and gutter section shall be full depth with the SAW CUTS COMING TO SPECIAL PROVISIONS CONTRACT NO. 848 Page 3 of 7 A POINT WITH NO OVERLAPPING OR OVERCUTTING. The Contractor may elect to utilize a "corner saw" or 6" diameter full depth core drill at the boxout corners to prevent said "overcutting". If the Engineer determines that the over- cutting may damage the surrounding slab, the sawcut shall be extended to the next transverse joint. Additional handwork may be required in corners of the removed box-outs as approved by the Engineer. 7. PEDESTRIAN ACCESSIBILITY RAMPS Pedestrian accessibility curb ramps shall be constructed in accordance with City of Waterloo Driveway and Sidewalk Specifications included at the end of these Special Provisions. If construction of the accessibility ramp requires a variation to the Specifications, the Contractor shall request permission in writing, from the Engineer, stating the reasons for the variations. In no case shall constructed accessibility ramps violate current ADA pedestrian accessibility ramp requirements. 8. TREE ROOT REMOVAL If tree roots with a diameter greater than two inches (2") are discovered, the Contractor shall notify the Engineer and the City Forester. The Leisure Services Department shall investigate the tree roots and remove roots as necessary. The contractor shall be allowed to remove dead tree roots as directed by the Engineer and/or the City Forester. Tree root removal shall be considered incidental to the repair work being performed. The Contractor is cautioned that sidewalk repairs at locations shown on sheets 35 (Maxine Avenue and Zachary Court) and 50 (Miriam's Park on Sager Avenue) may require review by Leisure Services due to possible presence of tree roots. The Contractor is directed to act accordingly. 9. TOP SOIL PLACEMENT AND SEEDING Topsoil shall be placed at locations disturbed by construction operations as directed in the field by the Engineer. The Contractor may use existing topsoil to restore the disturbed areas. The Contractor shall furnish additional topsoil that is required to complete the work, but is not available on the job. The topsoil shall be free of deleterious materials such as rocks, bricks, stones, roots or other debris. The topsoil shall be placed, shaped and raked to provide a suitable seed bed as directed by the Engineer. Once the topsoil has been properly placed, the Contractor shall spread an urban seed mix or acceptable lawn grass seed mix upon the disturbed soil areas as per the manufacture's recommendations. The Engineer shall approve all topsoil material and seed mixes prior to their placement. Unless specified elsewhere, topsoil placement and seeding shall be incidental to the associated work performed. In select areas (identified within the location book) where sidewalk is to be SPECIAL PROVISIONS CONTRACT NO. 848 Page 4 of 7 removed and not replaced, the disturbed areas shall be backfilled with topsoil, seeded and covered with erosion control matting with the matting properly staked to prevent erosion of the topsoil and promote plant growth. The Engineer shall approve the erosion control matting and stakes prior to their placement. The topsoil, seeding and erosion control matting shall be incidental to the pavement removal item. 10. CONCRETE SAW DUST, CLEAN-UP AND WASHOUT Runoff from concrete work and clean up 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 3`d 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. Wastes from concrete sawing operations shall be swept from the pavement and properly disposed of upon the completion of concrete sawing operations. If concrete sawing operations utilize water, the resulting concrete slurry shall not be allowed to enter into the storm drains. The contractor shall be required to contain the concrete slurry in such a manner that the slurry does not enter storm drains and can easily be removed from the pavement. The material necessary to for compliance of these rules shall be considered incidental to concrete work. _ 11. 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$500.00 per day, for each day, SPECIAL PROVISIONS CONTRACT NO. 848 Page 5 of 7 as further described herein, in excess of the authorized time. Days beyond the specified completion date for which Liquidated Damages will be charge will be working days that the Contractor does, or could have worked from Monday through Saturday. Sundays will be counted only if work is performed. Partial working days will be considered as a full working day. Days not chargeable for Liquated 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 DOT 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 for such work, the Contractor shall submit to the Engineer a request, in writing, that working days counted towards the project be suspended until work is resumed the following construction season. This amount is not construed as a penalty. These damages cover the City's cost for providing the required inspection, engineering and contract administration. 12. 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. 13. 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. 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. SPECIAL PROVISIONS CONTRACT NO. 848 Page 6 of 7 14. 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: DIVISION I - SIDEWALK REPAIRS BID ENGR'S EST. ITEM BID ITEM DESCRIPTION UNITS QTY. 2 NEW PCC SIDEWALK, 4" SF 262.1 9 REMOVE & REPLACE 24" PCC CURB & GUTTER, 7" LF 52.0 10 REMOVE & REPLACE 24" PCC CURB & GUTTER, 7.5" LF 70.0 13 REMOVE & REPLACE 24" PCC CURB & GUTTER, 12" LF 29.0 14 SIDEWALK PATCH EACH 3.0 15 ASPHALT PATCH SF 19.0 16 MANHOLE ADJUSTMENT EACH 1.0 17 REMOVE LIGHT POST BASE EACH 1.0 18 3/4" ROADSTONE TON 20.0 r 7 i i I DIVISION II - TRAIL REPAIRS BID ENGR'S EST. ITEM BID ITEM DESCRIPTION UNITS QTY. 3 NEW PCC SIDEWALK, 4" SF 82.0 4 REMOVE & REPLACE PCC SIDEWALK, 4" SF 16.0 5 REMOVE & REPLACE PCC SIDEWALK, 6" SF 412.4 7 DETECTABLE WARNING SURFACE SF 76.0 8 REMOVE & REPLACE 24" PCC CURB & GUTTER, 8.5" LF 53.0 9 SUBGRADE REPAIR EACH 7.0 SPECIAL PROVISIONS CONTRACT NO. 848 Page 7 of 7 DRIVEWAY AND SIDEWALK SPECIFICATIONS BE IT ORDAINED BY THE CITY COUNCIL OF WATERLOO,IOWA: See. 1. That, from or after the passage of these specifications and the taking effect thereof, all driveways and sidewalks constructed adjacent to public streets, alleys, and highways of said City shall conform to these specifications and regulations, unless otherwise directed by the City Council of said City. Sec.2. AUTHORIZED REPRESENTATIVES. Whenever the term "Engineer" is used in this Specification,it shall mean the City Engineer or his authorized representative. Sec.3. BONDS AND PERMITS. No person, firm or corporation shall construct or cause to be -- constructed, any sidewalk or driveway adjacent to any street,avenue, alley or highway within the City of Waterloo, Iowa, without filing a right-of-way bond with the City Clerk and obtaining a permit from the City Engineer. — Exceptions to the right-of-way bond and/or permit requirements: • Work contracted by the City shall not require a permit; • Sidewalks that connect residences or other buildings to the City sidewalks,curbs or streets (a1ca. approach sidewalks or private sidewalks) shall not require a right-of-way bond or permit. No step or stairway used to connect approach walks to public sidewalks,curbs or streets shall be constructed on public right-of-way. The permit shall describe the location of the work and state the time in which it is to be done. The said permit shall be valid for a time period not to exceed six(6)months from the date the permit is authorized. All permits shall expire at the end of the current year's permitted construction season, regardless of issuance date. If permitted work, is not completed within the six (6) month time period or by the close of the current year's construction season, the permit shall be considered expired and said work will require a new permit to be obtained. -' If an extension of time is required.,the permit holder shall present said permit to the City Engineer for consideration and approval. No extension of time shall be valid unless signed by the City Engineer. Sidewalk permit: covers all public sidewalk construction and/or repair along a parcel within the ... public right-of-way. Driveway permit: covers all driveway construction and/or repair along a parcel and within the _ public right-of-way. Driveway widening is considered repair work for permit purposes. If sidewalk and driveway construction or repairs are made concurrently, separate sidewalk and driveway permits will be required. See.4. CONSTRUCTION WITIHN STATE RIGHT-OF-WAY. No person,firm or corporation shall construct or cause to be constructed any sidewalk or driveway adjacent to any highway within the City of Waterloo,Iowa that is under the jurisdiction of the State of Iowa without having the following: Approved by the Waterloo City Council: March 26, 2012 — 1 — — • A Construction in Right-of-Way permit from the Iowa Department of Transportation (IDOT); • Filed a right-of-way bond with the City Clerk; • Obtained a driveway or sidewalk permit from the City Engineer. Public highways within the City of Waterloo currently under the jurisdiction of the Iowa DOT: • Interstate 380(Washington Street) • US Highway 20 • US Highway 63 (Sergeant Road, West Mullan Avenue, East Mullan Avenue, West 1' Street,East V Street) • US Highway 218(Washington Street) • Iowa Highway 935(University Avenue) • Iowa Highway 21 (Hawkeye Road) • Iowa Highway 57 This list is not inclusive. If the contractor has any questions regarding jurisdiction, permits or Construction requirements,contact the]DOT Waterloo Engineering Operations Technician at(319) 235-1832. See.S. PERMITS ON JOB. All permits shall be kept at the place of construction for which they were issued while the work is being done and exhibited when called for by the City Official having the authority to examine the same. See.6. INDIVIDUAL CONTRACTS. Any contract made between property owners and private contractors for the construction of sidewalks or driveways within the City Limits shall be made in accordance with the provisions of these specifications. See. 7. TESTING AND INSPECTION. The Engineer shall have the right to go upon any work site where sidewalks,driveways or alleys are being constructed and make tests or do such other acts as may be necessary to determine compliance with the current specifications. See.8. DETAILED DRAWINGS. Standard Details as shown on the attached exhibits are hereby made a part of these specifications: • Exhibit A-Standard Details for Sidewalks; • Exhibit Al—Standard Details for Sidewalks—Alternate Ramp Layouts; • Exhibit B-Standard Details for Flared Driveway Approaches; • Exhibit C-Standard Details for Radius Driveway Approaches: • Exhibit D-Standard Detail for Asphalt Sidewalks at Railroad Crossings; • Exhibit E—Standard Details for Sidewalk Barricading and Traffic Control; See.9. DRIVEWAY AND SIDEWALK SPECIFICATION WAIVER. Waivers to the driveway and sidewalk specifications contained herein may be granted by approval of the City Council for the following reasons: • Special surface texture to be used on the concrete approach(i.e. exposed aggregate, brick _ stamped pattern,paving brick); • Elimination of the sidewalk section due to the inability to meet the grade requirements; Approved by the Waterloo City Council: March 26, 2012 2 - • Elimination of the sidewalk section for asphalt driveways; _ • Placement of a driveway or sidewalk on City right-of-way on an unimproved street. Waiver applications are available from the City Engineer. A payment of$7.00 for recordation fees is due at the time of submittal of the waiver application to the City Engineer as all waivers shall be recorded with the Black Hawk County Recorder's office. See. 10. SIDEWALK WIDTH. The width of sidewalks constructed under this Specification shall be — four (4) feet, except where a different width of sidewalk has already been constructed within the same block, in which case it shall conform to the width of the existing sidewalk, or unless otherwise permitted or ordered by the City Engineer. — Sec. 11. SIDEWALK THICKNESS. The thickness of sidewalks constructed under this Specification shall be a minimum of four(4)inches,with the following exceptions: • For class "A" sidewalks, sidewalks that abut street pavement or curb and gutter sections, the sidewalk shall,have a thickened edge section, as detailed in Exhibit "A" contained herein. — • Sidewalk accessibility ramps (a-k.a. handicap ramps) shall have a minimum thickness of six(6)inches,as detailed in Exhibit"A"contained herein. Driveway sidewalk sections shall be a minimum of five (5) inches thick for residential uses, defined as a single-family house or duplex unit. _ Driveway sidewalk sections shall be a minimum of six(6) inches thick or match the thickness of the adjoining facility pavement whichever is greater, for a three-plex unit or larger residential buildings, commercial and industrial properties and alleys. In any case, the walk shall be constructed in one course. Existing sidewalk sections located in a proposed driveway location and not at the minimum _ required thickness for the driveway,shall be removed and constructed to the specified thickness. Sec-12. SIDEWALKS IN NEW SUBDIVISIONS. Sidewalks shall be installed in all new subdivisions as indicated within the Deed of Dedication. New sidewalk construction, including sidewalk accessibility ramp, where applicable,shall be the responsibility of the abutting property owner. Repair of accessibility ramps,following initial installation,shall be the responsibility of the City Sec.13. DRIVEWAY REQUIREMENTS. If PC Concrete is used for a driveway approach,the following criteria shall apply: Residential —5"thickness minimum Commercial—6"thickness minimum or the thickness of the adjoining facility pavement, whichever is greater. — If asphalt is used for a driveway approach,the following criteria shall apply: Residential —6''h"thickness minimum _ Commercial—7'/2"thickness minimum If asphalt is used for the driveway approach,the sidewalk section shall be PC Concrete. Approved by the Waterloo City Council: March 26, 2012 3 — Residential—single family or duplex Commercial—three-plex unit or larger residential buildings,commercial and industrial properties, and alleyways If an existing sidewalk section is located in a proposed driveway location and is not at the minimum required thickness, the sidewalk shall be removed and constructed to the specified thickness. One(1)driveway per property,unless the property has 100 feet or more of street frontage along one street,then a second driveway may be constructed. Double frontage lots,reversed frontage lots and corner lots shall be limited to one (1) driveway on the street with the least vehicular traffic. If a property has an existing driveway and the property owner wishes to construct a second driveway, unless the property meets the requirements of the above paragraph, a new driveway may be constructed only if the existing driveway is removed and the existing curb cut replaced with full height curb. Exceptions to this requirement shall be granted by the City Council only. Existing unused driveway approaches and/or curb cuts shall be closed unless the property owner constructs a driveway on private.property. No curb cuts granted within intersections unless it is a"T"intersection. Driveways that cause vehicles parked on private property to sit in or overhang into the public right-of-way shall not be allowed. Where possible,no driveway shall be nearer than three(3)feet to the owner's side property line. Where possible, driveway approaches shall be straight between the sidewalk and curb when construction of standard approach flares will infringe on the adjoining property's portion of the parking area. The rolled edge of the approach flare shall be poured to the top of the curb. Corner lots: Driveways shall be located no closer than twenty(20)feet to the point of tangency — of a street corner. Driveways crossing Glitches: Where driveway culverts are required to cross open drainage ditches, the size of the pipe shall be determined by the City Engineer, with an eighteen (18) inch inside diameter pipe(18"I.D.)as the minimum pipe size that shall be used. Should the depth of the drainage ditch not allow for this size pipe, the largest feasible pipe available shall be used. The pipe shall be a minimum of 2000D Reinforced Concrete Pipe.The property owner shall supply the pipe and approved fill material at their expense. The pipe shall be of sufficient length to ensure a 3:1 (horizontal to vertical) slope from the bottom of the ditch to the edge of the driveway. The Engineering Department shall be contacted for construction grades for placement of the culvert pipe. Hard surfacing of the driveway shall be at the owner's expense. Driveway flares shall commence at the centerline of the culvert. Sec. 14. SAWING OF CONCRETE FOR REMOVAL. Where sawing is required to remove existing concrete sidewalk, it shall be sawed full depth to prevent any damage to adjacent squares Approved by the Waterloo City Council: March 26, 2012 4 — of sidewalk or paving. Only full sidewalk panels shall be removed,no partial panel removal. Sawing for curb cuts shall be full depth with the SAW CUTS COMING TO A POINT WITH NO OVERLAPPING OR OVERCUTTING ALLOWED. The Contractor may elect to utilize a"comer saw"or six(6) inch diameter full depth core drill at the boxout corners to prevent said "overcutting". If the Engineer determines that overcutting may damage the surrounding slab, the saw cut shall be extended to the next transverse joint. Additional handwork,as approved by the Engineer,may be required in the comers of the removed boxouts. _ When the curb section is sawed for a curb cut and the pavement transverse or longitudinal joint is within six(6)feet, sawing shall continue to the pavement joint and the pavement removed_ Each _ end of the new curb section shall be connected to the existing curb via a `BT' joint, with a minimum of two(2)#5 dowel bars,24-inches in length,evenly spaced,at each end of the new curb section. New curb shall be constructed as needed for proper curb cut dimensions. See. 15. SUBGRADE. The subgrade upon which the sidewalk and/or driveway is to be placed shall be prepared by excavating or filling with suitable material to the finished subgrade elevation of the sidewalk and/or driveway. Said subgrade shall be tamped with an approved hand tamper or — vibratory plate or rolled with an approved steel roller until smooth, firm, uniform, and unyielding (as approved by the Engineer) to the required depth below the finished grade line. All soft, spongy or yielding spots and all vegetable or other perishable matter shall be removed _ and the space refilled with suitable material. NO SAND will be allowed for fill, unless it is similar to the existing subgrade material found at the work site. The subgrade shall be thoroughly moistened prior to the placement of PCC. If the contractor is — required to add water to the subgrade to provide uniform moisture content, the method of incorporating water into the subgrade shall not form mud or pools of water and shall be approved by the Engineer- See.16. FILLS AND CUTS. When filling is necessary to bring the walk and/or drive to grade,the fill shall be deposited and compacted in layers of not more than six(6)inches. The top of all such fills shall extend beyond the surface of the walk and/or drive on each side thereof not less than one (1)foot vertical to four(4) feet horizontal. Fill material shall be compacted to a minimum of ninety-five percent(95%)of its Standard Proctor Density or subbase density specification of _ the contract plans. For cuts,the distance from the base of the cut to the nearest edge of the walk and/or drive shall be at least one (1) foot. The out slope shall no greater than one (1) foot vertical to three(3)feet vertical. Retaining walls: When sidewalk construction requires the installation of retaining walls to maintain or support adjacent soils or adjacent improvements, detailed retaining wall construction plans shall be submitted for approval by the City Engineer. Unless otherwise — approved by the City Council,all retaining walls shall be located on private property. See. 17. FORMS. Forms of wood or steel shall be used along each edge of the sidewalk and/or _ driveway. These forms shall be set true to line and grade and shall be held rigidly in place by stakes placed outside the forms and flush with or below the top edge of the forms. Form stakes shall be spaced no more than four(4) feet apart for wood forms and five (5)feet apart for steel forms. All steel forms shall have a height equal to the specified depth of sidewalk and/or driveway. Standard dimensional lumber for wood forms shall be acceptable, i.e.,2"x 4", 2"x 6", etc., and shall be free from warp and approved by the Engineer for use. All forms shall be Approved by the Waterloo City Council: March 26, 2012 5 - clean and free from mortar and/or dirt. When the sidewalk and/or driveway is curved, a one(1) inch nominal thickness wood form or flexible steel form shall be permitted. These forms shall be staked no more than two (2) feet apart or as approved by the Engineer. Sec. 18. SETTING FORMS. The forms shall be well staked as detailed in Section 17 to the lines and grades given by the Engineer, and their edges shall conform to the finished grade of the walk. Forms shall be so set that the sidewalk shall have a slope toward the street of no greater than one quarter(1/4)inch for each foot of width. Sidewalks shall be set at a standard elevation of one (1) foot above the gutter flowline elevation. This elevation may be adjusted 0.25 feet up or down,but only by approval of the Engineer. Sidewalks, including the sidewalk section in driveway approaches, shall follow the grade of the street. The only exception is on a waiver of grade. Comer lots: sidewalks shall be set at an elevation that allows handicap accessibility ramps to be constructed at a target running slope of 6%but no greater than 8%. The back of the sidewalk shall be one(1)foot inside the right-of-way line. The forms for a new gutter section at driveways shall be set so that a two (2) inch lip shall be constructed. The forms for the gutter section of sidewalk accessibility ramps shall be set so that a one-half(1/2) inch Iip shall be constructed. Obstructions: If an obstruction is encountered while installing a sidewalk in its normal location, the obstruction shall be removed or relocated. In cases where obstructions may be impractical or cost-probibitive to move, the sidewalk may be shifted upon approval by the City Engineer. A shifted sidewalk shall be constructed at a maximum taper of 5:1 to and away from the obstruction, ~" with a straight section adjacent to the obstruction. In no case shall a shifted sidewalk be closer than five(5)feet to the back of curb. Public sidewalks shall not be placed on private property without the approval of the City Council. Sec. 19. ADJUSTMENTS. Whenever any adjustment of the grade or slope is necessary or advisable in order to have the work conform to existing abutting walk or other abutting structures, the adjustment shall be made only with the permission,and under the direction of the Engineer. See.20. EXPANSION JOINTS. Strips of an approved type of flexible foam expansion joint material, ._ one-half(1/2)thick and meeting the requirements of Iowa DOT Specification Section 4136, shall be placed perpendicular to the side forms, and to the full depth of the walk at least once in every sixty(60)feet of walk or as directed by the Engineer,or as shown on the plans. Similar joints shall be provided when new walks abut other concrete walks,structures,or curbs. For lots having a frontage over sixty(60)feet in length,the expansion shall be placed on a joint approximately half way from the driveway to the farthest property line. One-half(1/2)inch expansion shall be used between the driveway approach and sidewalk;one-half(1/2)inch expansion shall be used between the approach and back of curb as detailed in Exhibit"A" Approved by the waterloo City Council: March 26, 2012 - 6 - contained herein. An expansion joint shall be installed at the property line between the driveway and the approach section where waivers of the sidewalk section have been approved. Sec.21. READY-MIXED CONCRETE: Ready-mixed concrete shall be used for all public sidewalks and PC Concrete driveways within the public right-of-way. The term, "Ready-Mixed" concrete, shall be construed to mean concrete that is either: — • Proportioned in a central plant and mixed in a stationary mixer for transportation in trucks with or without agitation; _ • Proportioned at a central plant and only partially mixed in a stationary mixer for transportation and finish mixing in a transit mixer, + Proportioned and then mixed in a transit mixer prior to or during transit. A. Transporting Concrete. Vehicles for transporting concrete shall be so constructed as to ensure against loss of any of the ingredients of the concrete and to ensure rapid discharge of the concrete. — At the time of delivery,the concrete shall be uniform in composition and at the specified consistency. Concrete in which the cement has been in contact with the water and — aggregate for more than 90 minutes before the time it is placed within the forms shall not be used. Under no circumstances shall partially hardened or re-tempered concrete be used. B. Delivery. The methods of delivering and handling the concrete shall be such that facilitates placing with a minimum of re-handling and without damage to the concrete. C. Truck-Mixed Concrete. When a stationary mixer is used for partial mixing of the concrete, the nixing time in the stationary mixer shall be not less than is required to intermingle the ingredients but not less than thirty (30) seconds. When a truck mixer is used,either for complete mixing or to finish partial mixing done in a stationary mixer,each batch shall be mixed not less than 50 nor more than 100 revolutions of the drum at the rate of rotation designated by the mixer manufacturer as mixing speed. Additional mixing, if any, shall be at the speed designated by the manufacturer of the equipment as the agitating speed. When a truck mixer is used for transporting concrete that has been completely mixed in a — stationary mixer, mixing during transportation shall be at the speed designated by the manufacturer of the equipment as the agitating speed. D. Mix Desio-n, 1. Cement: The acceptable mixes for driveways and sidewalks shall be C-4 or M-4. All sidewalk accessibility ramp and alley approach repairs shall be made with M-4 — mix. 2. Aggregate:Class H aggregate shall be utilized. -- Approved by the waterloo City Council: March 26, 2012 7 — — 3. Air Content: The target entrained air content for all non-slip form driveways _ and sidewalks is 7.0% with a tolerance of t 1.5%. The target entrained air content for slip-form pavement is 8.0% with a tolerance of f 2.0%. Field adjustments may be required for the finished entrained air content to be within the tolerance range. 4. Water and consistency: The amount of mixing water used shall be that which will produce workable concrete of uniform consistency. The slump of the concrete shall not exceed four(4) inches, except as approved or specified by the Engineer. 5. Fly Ash and Ground Granulated Blast Furnace Slag (GGBFS): The usage of Class C fly ash additive will be acceptable from March 16 to October 15. The fly ash substitution rate by weight shall not be more than 20 percent. The usage of GGBFS will be acceptable from March 1.6 to October 15. The maximum allowable GGBFS substitution rate by weight shall not be more than 35 percent. The total mineral substitution rate shall not exceed 40 percent by weight. Between October 16 and March 15, substitution of Type I/11 cement with fly ash and GGBFS will only be allowed when maturity testing is used to determine time of opening. Sec.22. PLACING CONCRETE. Ready-mixed concrete shall be placed immediately after delivery. Concrete shall be placed in a manner that will avoid segregation or separation of the ingredients. The concrete shall be spread evenly and tamped or vibrated,and it shall be well spaded against the forms, expansion joints or other abutting structures. Retempering of concrete by remixing with or without additional materials,shall not be permitted. Sec.23. CONSTRUCTION JOINTS. At the close of each days work,or at any time when the process of depositing concrete is stopped for thirty (30) minutes or more, a construction joint shall be placed- For this joint a wood header board shall be used having a two (2) inch nominal thickness and conform to the cross section of the walk. This header board shall be set accurately and held in place perpendicular to the surface and at right angles to the centerline. Construction joints shall not be constructed within the sidewalk width of an intended or previously placed joint(no partial panels). Concrete shall be well vibrated against the header and finished with an edging tool. The header board and all supports shall be removed before.paving resumes. When delivery of concrete is resumed,the concrete shall be placed against the exposed edge of the previously placed pavement,thoroughly vibrated and finished with an edging tool. Approved by the Waterloo City Council: March 26, 2012 8 - See.24. FINISH AND SLAB MARKINGS. After working the concrete to an approximate true _ surface,the concrete shall be cut with a tool to the required sawing thickness to form the concrete into four(4)foot squares or as directed by the Engineer. The surface shall be finished true to grade, with a steel trowel, and afterward roughened slightly with a broom. Sawing will be permitted, provided the sawing depth is as follows: SIDEWALK THICKNESS SAW CUT DEPTH 4 INCHES 1-1/2" _ 5 INCHES 1-3/4" 6 INCHES 2" All approaches over fifteen(15) feet in width at the property line shall have one longitudinal saw cut, as a minimum, centered in the approach, or as directed by the Engineer. Approaches over fifteen (15)feet in length from back of curb to the front of the sidewalk shall have one transverse joint,as a minimum,centered from back of curb to sidewalk. See Exhibit"C"for details. — Sawing of the concrete shall be completed within 24 hours after the finish work has been completed. — No imprinting of names,logos,etc.is allowed in the public sidewalk. Sec.25. CURING OF CONCRETE. All exposed surfaces shall be cured with a white pigmented curing compound meeting the requirements of Iowa DOT Specification Section 4105. CLEAR CURING COMPOUNDS SHALL ONLY BE PERMITTED FOR COLORED CONCRETE. — Curing compound shall be applied in a fine spray to form a continuous,uniform film on the surface and vertical edges of the sidewalk and/or driveway slab as soon as the free water has appreciably — disappeared,but no later than 30 minutes after finishing. The rate of application shall be not less then 0.067 gallons per square yard, covering 15 square _ yards per gallon.. Care shall be taken to ensure that liquid curing materials shall be well agitated in the supply drum or tank immediately before transfer to the distributor and kept thoroughly agitated during — application. Application shall be by means of power spraying equipment capable of producing a fine spray that will not damage the surface of the concrete. Hand operated sprayers will be allowed,provided that the compound remains a uniform color and application produces a uniform coverage. If forms are used,coat the vertical edges of the pavement within 30 minutes of form removal,using — curing material applied at the same rate as on the surface. If,due to other operations,the coating is damaged within 72 hours after being applied,immediately — re-coat the affected areas. Coating of the sawed surface with curing compound will not be permitted on joints that are to be sealed. When concrete is opened to traffic prior to 72 hours after application of the curing compound,a re-coating will not be required. — The Contractor shall exercise extreme care to prevent curing compound from being applied to the Approved by the Waterloo City Council: March 26, 2012 9 — detectable warning surfaces. Failure to do so shall require cleaning of the detectable surface panels or removal and replacement,at the discretion of the Engineer. After August 31, all curb cuts that require removal and replacement of the existing PCC curb and gutter and/or any pavement sections shall be protected by application of a curing compound/linseed oil combination product that extends the curing time of the concrete and protects the entire surface of the pavement and curb from the de-icing agents utilized during cold weather. The combination curing product shall be W_R Meadows LIN-SEAL' WHITE Curing and Anti-Spalling Compound or an Engineer approved equivalent. Said product shall be applied as specified above with application rates not less than 0.067 gallons per square yard, covering 15 square yards per gallon. Cold Weather Cure. Concrete less than 36 hours old shall be protected in the following manner: Night Temperature Forecast Type of Protection 35 to 320F One(1)layer of burlap 31 to 25T Two(2)layers of burlap or one(1)layer of plastic on one(1)layer of burlap Below 25T Four(4)layers or burlap between layers of 4 mil plastic, insulation blankets meeting the requirements below, or equivalent commercial insulating material approved by the Engineer The protection shall remain until one of the following conditions is met: I. The pavement is five(5)days old 2. Opening strength is attained. 3. Forecasted low temperatures exceed 35°F for the next 48 hours. 4. Forecasted high temperatures exceed 55T for the next 24 hours and subgmde temperatures are above 40T. When blankets are used, use blankets consisting of a layer of closed cell polystyrene foam protected by at least one layer of plastic film,rated by the manufacturer with a minimum R value of 1.0. Shut down paving operations in time to comply with protection requirements outlined above. The cover may be temporarily removed to perform sawing or sealing. The Engineer may modify temperature restrictions and protection requirements. When cold weather protection has to be used to protect concrete, the impervious coating can be _ applied after the cold weather protection has been removed. The coating needs to be applied within four(4)hours after the removal of cold weather protection. _ SEC.26. WINTER DRIVEWAY& SIDEWALK CONSTRUCTION POLICY This section applies to Driveway and Sidewalk permits issued after the fall sidewalk and driveway permit issuance cut off has passed,typically mid-to-late November. All other City of Waterloo Driveway and Sidewalk-Specifications shall be met with the following revisions: Approved by the Waterloo City Council: March 26, 2012 10 - 1. All frost shall be removed from the subgrade by either: a. Constructing a tent over the construction area and heating the tent with a salamander; b. Using a radiant ground heater with"fast track"blankets; c. Or other approved method. The complete absence of frost shall be verified by the Engineer before any concrete is placed. — 2. The concrete mix shall be M-4 with 2%calcium and be maintained at a temperature of 55°F or above while pouring. 3. After placement,the concrete shall be protected and a temperature of between 50°F and _ 90°F maintained for at least five(5)days. Sec.27. WEATHER. Concrete shall not be placed when stormy or inclement weather prevents good workmanship. No lumps or frozen aggregate shall be used, and concrete shall not be placed on a — frozen subgrade. if weather conditions are favorable concreting operations may be started when the temperature is at least 34°F and rising. At time of placement, the temperature of the mixed concrete as discharged from the mixer shall be 55°F or above, and may proceed as long as the temperature of the fresh concrete can be maintained at or above 55°F. Mixing and placing of concrete shall stop when the air temperature is 38°F. and falling. Cold weather curing methods shall be used for protection of the slab from freezing temperatures. — Sec.28. CARE AND PROTECTION. Workmen shall not be permitted to walk on freshly placed concrete. Any sand, dirt or vegetation on the surface of the concrete shall be carefully removed — before finishing. When completed, the concrete shall be protected from pedestrian or vehicular traffic per the table below. Forms shall not be removed before twenty-four(24)hours,and when removed,cure applied as per Section 25. Once the applied cure has dried,earth shall be banked and compacted against the edge of the driveway,alley or sidewalk. MIX USE PROTECTION TIME — C-4 Sidewalk 3 days Driveway 3 days Alley approach 3 days — MA Sidewalk 1 day Driveway 1 day Alley approach 1 day See.29. ASPHALT DRIVEWAY APPROACH. If asphalt is used for a driveway approach, the _ following criteria shall apply: 1. Residential Drive-6-1/2"thickness,minimum 2. Commercial Drive-7-1/2"thickness,minimum — 3. Asphalt materials shall meet the requirements of IDOT Type A Mix--3/4"or 1/2" mix for base, 1./2" or 3/8" mix for surface. The top two (2) inches shall not be Approved by the waterloo City Council: March 26, 2012 - 11 - constructed with base mix. The asphalt shall be placed in layers with the base material and the surface material being compacted to a minimum of ninety-four percent(94%)of its density. The sidewalk section of the driveway shall be PC Concrete only. No asphalt shall be placed after November 15, except by approval of the City Engineer. Asphalt shall not be used for overlay of any sidewalk. Asphalt shall only be used for sidewalk construction in accordance with Section 33 of these specifications. See.30. SIDEWALKS OVER AREAWAYS. Whenever sidewalks are constructed or repairs are required, over areaways, basements, or vaults, the requirements of these specifications are applicable only to the extent that they do not conflict with the requirements of the Building Code of the City of Waterloo, Iowa. The construction of sidewalks over areaways, basements, or vaults shall be under the supervision of a Building Official or the Engineer Sec.31. BARRICADING AND TRAFFIC CONTROL. The Contractor shall erect barricades and — traffic control devices to provide for the safety of the general public traveling to, through,within, along and across or to prevent the public from entering the construction area. Barricades and traffic control devices shall conform to the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) (latest addition). THE USE OF CAUTION TAPE AND/OR CONSTRUCTION FENCE ALONE IS NOT ALLOWED. Sidewalk repair: Whoever makes the repairs shall erect traffic control devices at both ends of the work area. At a minimum, Type lI barricades shall be used. Control devices shall be clean with good reflective properties. Flashing amber lights shall be required if the work area exists overnight. See Exhibit"E"for details. Allcy approach repair:The Contractor shall place Type III barricades with flashing amber lights, on both the alley and street side of the approach. Barricades shall be clean with good reflective properties. If public sidewalk abuts the alley approach,the barricades described above for sidewalk repair shall also be required and placed at each end of the sidewalk section. See Exhibit"E"for details. Curb repair: The Contractor shall place Type III barricades on each end of the work area. Flashing amber lights shall be required if the work area exists overnight. Barricades shall be clean — with good reflective properties. See Exhibit"E"for details. The Engineer shall periodically review barricading and traffic control devices that have been put in place by the Contractor. If barricading and 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. Approved by the waterloo City Council: March 26, 2012 12 — The American Traffic Safety Service Association(ATTSA)publication"Quality Standards for Work Zone Traffic Control Devices" (current addition) shall be utilized by the Engineer to determine the acceptable quality level for typical work zone barricading and traffic control devices. Each incident is treated as a separate citation on an individual basis. It is not intended that minor deficiencies be penalized if corrected the day notification is given. In addition to the following schedule of fines, the Engineer may suspend work for irresponsible and/or repeated failure to — construct the project using proper barricading and traffic control procedures. Penalties: 1 st 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 equal to or greater than$1,000) Sec.32. PATCHING. A sidewalk may be patched upon inspection and approval by the City Engineer. Surface depressions with an area of eighteen (18) square inches or less may qualify for repair by patching. Holes to the full depth of the sidewalk and sections of the sidewalk completely missing not exceeding eighteen.(18) square inches may also be repaired by patching. No sidewalk panel — shall have a patched area,including surface and full-depth patches, exceeding fifty(50)percent of the panel's total area nor a total full-depth patch area greater than one-half(1/2)square foot. Pre-approved patching materials include the following materials and vendors: ■ Home Depot: QUIKRETE Vinyl Concrete Patcher(grey) — ■ Lowes: QUIKRETE Vinyl Concrete Patcher(grey) ■ Menards: AKONA Vinyl Cement Patch USAGE OF THE ABOVE REFERENCED MATERIALS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. — See.33. ASPHALT SIDEWALKS AT RAILROAD CROSSINGS. Asphalt may be used for sidewalks only at railroad crossings. The asphalt sidewalk shall be a minimum six(6)inches thick and shall extend no less than six(6)feet and no greater than fifteen(15)feet from the edge of the railroad ties. The length of this approach shall be dictated by field conditions and approved by the City Engineer. Asphalt shall not be allowed to overlay existing concrete sidewalk. Sidewalks at railroad crossings shall be constructed to meet current ADA requirements concerning width and slope. Sec.34. WATER SHUT-OFF VALVES. During the placement of concrete where water valves(pay boxes)are present, concrete shall be separated from the water valve in accordance with a method approved by the Engineer. An acceptable method consists of the following: — 1. Adjust the water valve pipe so that the top of the water valve cap is flush with the sidewalk. Approved by the Waterloo City Council: March 26, 2012 13 - 2. Remove the water valve cap. 3. Place an ASTM 3034 plastic PVC pipe around the water valve pipe cut to the appropriate sidewalk depth. The plastic pipe shall be coated with an anti-bonding agent The pipe diameter shall be such that once the plastic pipe is removed,the water valve cap can be freely turned within the concrete. 4. Place and finish the concrete. 5. Remove the plastic pipe and fill the hole with suitable fill material. 6. Replace the water valve cap, ensuring that the top of the water valve cap is flush with the sidewalk. Sec.35. SLIP FORM SIDEWALK. Construction of sidewalk by slip form construction methods shall only be allowed at locations that will permit a minimum of one hundred fifty (150) feet of continuous pouring length of sidewalk and as approved by the Engineer. The slip form paving machine shall be approved by the Engineer and designed for the specific purpose of placing, consolidating, and finishing concrete sidewalk slabs without use of fixed side forms. Edges of the concrete slab as built by the machine shall be approximately vertical. The machine shall be self-propelled and shall be equipped with means for spreading the concrete to a uniform depth before it enters the throat of the machine. The machine shall vibrate the concrete to the full width and depth being placed in a single passage. Such vibration shall be accomplished by vibrating tubes or arms working in the concrete of the vibrating pan operating on the surface of the concrete. The amplitude, rate of vibration, and locking device for depth shall be as specified in Iowa DOT Specifications,Article 2301.07,Paragraph A(6)(a). The slip form paving shall produce a surface reasonably free of surface voids and tears. The slip form paving shall be equipped with automatic horizontal and vertical grade controls_ The subgrade shall be constructed in accordance with Sections 15 and 16 of these specifications. SEC.36. CURB SAWING FOR DRIVEWAY APPROACHES & SIDEWALK ACCESSIBILITY RAMPS. This work consists of horizontally and vertically saw cutting existing PCC curb to accommodate the construction of driveway approaches or sidewalk accessibility ramps in lieu of conventional PCC curb cut box-out removal and replacement methods. Contractors proposing to utilize this method of driveway approach or sidewalk accessibility ramp construction shall notify the Engineer at the time of permit issuance. Curb sawing shall only be performed by workers experienced in operating the required equipment. The PCC curb sawing system shall employ either a curb cutting machine or a track-mounted circular diamond blade wall saw. NO UNCONTROLLED HAND SAWING SHALL BE ALLOWED. For driveway approaches,the curb sawing shall be full depth at the base of the curb section face and shall be at a maximum elevation of 1/2"above the existing gutter and sawn at an angle that will provide an elevation of 2"above the existing gutter at the hack of curb. For sidewalk accessibility ramps,the curb sawing shall.be full depth at the base of the curb section face (gutter line) and sawn at an angle that will provide an elevation of 1/2" above the existing gutter at the back of curb. The comers of the resulting edge lips of the sawn curb shall be ground using a diamond blade Approved by the waterloo city Council: :larch 26, 2012 - 14 - grinding wheel to a radius of 1/4"or as approved by the Engineer. If the curb sawing method causes any damage to existing curb and/or street, as determined by the Engineer,a standard 2'minimum curb cut box-out shall be installed. — Upon completion of the curb sawing operations, all track mounting anchoring bolts, sleeves, lead plugs,etc.shall be immediately removed from the roadway PCC slab. The resulting holes shall be — air blasted clean and filled immediately with TK Products,TK 9000, 100% EPDXY CRACK FELLER or an equal product approved by the Engineer. The exposed saw cut curb face shall be coated with a penetrating non-glossy sealer designed to — protect the concrete from chloride intrusion and currently approved for use by the Iowa DOT (Materials I.M.491.12,Appendix B),or an equal product approved by the Engineer,and placed in accordance with the manufacturer's specifications. -- SEC.37 SIDEWALK ACCESSIBILITY RAMPS. Sidewalk accessibility ramps (a.k.a. handicap ramps) allow all pedestrian facility users to easily and safely transition from sidewalks to streets. — Regulations within the Federal Americans with Disabilities Act(ADA) and supplemental design guides provide rules for design and construction of these ramps. ■ Perpendicular Ramps: Perpendicular ramps have a running slope that cuts through the curb or meets the gutter grade break at a right angle. See Exhibits "A" and "Al" for details. ■ Parallel Curb Ramps (a&a. Non-perpendicular ramps): Parallel ramps have a — running slope that is in-line with the direction of sidewalk travel but all or portions of the ramp does not cut through the curb or meet the gutter grade break at a right angle. See Exhibits"A"and"A 1"for details. — ■ Blended Transitions: Blended transitions have slopes that are both parallel and perpendicular to the curb and are typically achieved by depressing the entire curb radius to street level, resulting in a nearly flat platform area behind the curb radius. See Exhibit — "Al"for details. ■ Diagonal Ramps: Diagonal ramps are perpendicular ramps located at the midpoint of a curb return or radius. Diagonal ramps require the pedestrian to enter the intersection at the comer(possibly outside the sidewalk)and generally direct pedestrians into the center of an —' intersection, potentially endangering all users. Therefore, diagonal ramps shall not be installed within the City of Waterloo SEC.38. DETECTABLE WARNING SURFACES. 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. Material:The detectable warning surfaces shall be cast iron or stainless steel. Coloring: Cast iron detectable warning surfaces shall be either natural,natural with a temporary concrete protection coating,or powder coated. Stainless steel detectable warning surfaces shall be powder coated. If powder coated, the color shall be Brick Red, Federal Color #22144 or as approved by the City Engineer. If coloring options other than mentioned exist,that option may be used if approved by the City Engineer. -- Approved by the Waterloo City Council: March 26, 2012 - 15 - Edge Finishing: Once the detectable warning surfaces have been set,the contractor shall finish the edges along the detectable warning surfaces. Concrete Curing: The area between the detectable warning sections and the back of curb, if an area exists,shall be cured per Section 25. Contractors shall use care so that no cure is applied to the detectable warning sections. Approved Products: The following list of detectable warning surface producers and their products is not exhaustive. Producers and/or products not listed herein may be used upon approval by the City Engineer. Company Product Type MetaDome, LLC MetaCast Cast Iron EJ Group, Inc. Detectable Warning Plates Cast Iron Neenah Foundry Co. 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W . ¢ .Y Vf N m f6 N N Ca O VJ Q7 3 C O7 E CL r N I-^ a) N /�/�(� Y -L d C Z •V� N UC1 y N C 0 2 E N V1 ,� VJ O C 0 LL' N DJO C .G � = amo 9 N Nc 3 v w ° coo ; c U -oa c� m ttros •ro7aC= � m > Cc: - o � aoU a o m � � c a O c � I •` �° •p C O "'• y N 01 d y > Q 3_ m ° o c u c n o CL U 17 Qt > > L 'C .0 > O > a a e- „ m (1mj a L°i ' ccn W L� .mc }} c u 2 o a� o 'a c r.. fU r ..r } N .0 LL J a N C m 0 Ll. W >+ (i L GENERAL SPECIFICATIONS FOR CONSTRUCTION CITY OF WATERLOO, IOWA Department of Engineering SECTION A - Definitions of Terms SECTION B - Scope of work SECTION C - Control of Materials and Work SECTION D - Procedure and Progress SECTION E - Measurements and Payments SECTION F - Legal Relations and Responsibility SECTION A - DEFINITIONS OF TERMS 1. CITY. The City of Waterloo, Iowa, which is the Party of the First Part of the accompanying contract, acting through its authorized representative. 2. COUNCIL. The duly elected Council of the City of Waterloo, Iowa. 3. ENGINEER. The City Engineer of Waterloo, Iowa, or his authorized representative. 4. INSPECTOR. The authorized representative of the Engineer, assigned 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 all or a part of the work provided for in these specifications. 8. PROPOSAL GUARANTEE. The security designed in the Notice of Bidders or Proposal to be furnished by the bidder as a guarantee of good faith to enter into a contract and furnish an acceptable bond for the work contemplated if it be awarded him. 9. SURETY. The corporate body bound with and for the Contractor for the acceptable performance of the contract. GENERAL SPECS Page 1 of 18 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 the 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 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 GENERAL SPECS Page 2 of 18 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, 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 GENERAL SPECS Page 3 of 18 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. GENERAL SPECS Page 4 of 18 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. 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. GENERAL SPECS Page 5 of 18 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 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. GENERAL SPECS Page 6 of 18 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 GENERAL SPECS Page 7 of 18 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 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 GENERAL SPECS Page 8 of 18 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 sc 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. 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 an 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. GENERAL SPECS Page 9 of 18 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 prosecution and completion of the work, as provided under the article covering City's right to terminate contract. GENERAL SPECS Page 10 of 18 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. GENERAL SPECS Pace 11 of 18 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. 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. GENERAL SPECS Page 12 of 18 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 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 GENERAL SPECS Pace 13 of 18 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 GENERAL SPECS Page 14 of 18 damages sustained by reason of carrying on the work involved in the Contract. The affidavit shall specifically evidence the following forms of insurance protection: (a) Public liability insurance covering all operations performed by persons directly employed by the Contractor. (b) Public liability insurance covering all operations performed by any Subcontractor to whom a portion of the work may have been assigned. (c) Public liability insurance covering all work upon the project performed by any independent Contractor working under the direction of either the principal Contractor or a Subcontractor. (d) Motor vehicle bodily injury liability insurance and property damage liability insurance on all motor vehicles employed on the work, whether owned by the Contractor or by other persons, firms, or corporations. Y (e) The minimum protection shall be as follows: Comprehensive General Liability Insurance General Aggregate Limit $ 2,000,000.00 Products—Completed Operations Aggregate Limit $ 2,000,000.00 Each Occurrence Limit $ 2,000,000.00 Comprehensive Automobile Liability Insurance $ 1,000,000.00 The Contractor shall have the City of Waterloo, Iowa, named as an "Additional Named Insured". A certificate, or a policy if requested, shall be filed with the Owner. All certificates and/or policies of insurance furnished by the Contractor to be filed with the City Clerk shall include the name and address of the agency issuing the same. It shall also be required that the City Clerk be notified by registered mail of the cancellation or expiration of the above insurance. 5. BARRICADES AND SIGNS. The Contractor shall, at his own expense and without further or other order, provide, erect, and maintain, at all times during the progress and suspension of the work and until completion and - final acceptance thereof, suitable and requisite barricades, signs, or other adequate protection, as required by the latest edition of the "Iowa Manual on GENERAL SPECS Page 15 of 18 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. 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. GENERAL SPECS Page 16 of 18 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 Page 17 of 18 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 Page 18 of 18 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 SUPPLEMENTAL GENERAL SPECIFICATIONS PAGE 1 OF 2 PAGES 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 PAGE 2 OF 2 PAGES 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 esponsible 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: Performance Bond Page 1 of 2 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. 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. a r 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 Page 2 of 2 FORM OF CONTRACT CONTRACT FOR THE CONSTRUCTION OF F.Y. 2013 SIDEWALK REPAIR PROGRAM —ZONE 3 AND TRAIL REPAIRS CITY OF WATERLOO, IOWA CONTRACT NO. 848 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 Waterloo, Iowa, (hereinafter referred to as Contractor), WITNESSETH: PAR. 1 Contractor agrees to build and construct the and furnish all necessary tools, equipment, materials, and labor necessary to do all the work called for in the plans and specifications in a workmanshiplike 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. FORM OF CONTRACT PAGE 1 OF 5 PAGES 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 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 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. FORM OF CONTRACT PAGE 2 OF 5 PAGES 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 I-as been mailed to it at the address given herein by the City, or after such notice has been served on it, then the City may proceed to complete said work, using any material, tools, or machinery found along said line of work, doing the work either by contract or as it may elect, and the Contractor and the sureties on its bond shall be liable to the City for the costs and expenses so paid out. Said costs shall be retained by the City from any compensation due, or to become due the Contractor, and may be recovered by the City in an action upon Contractor's bond. PAR. 15 In consideration of the full compliance on the part of the Contractor with all the provisions, stipulations, and conditions hereof, or contained in the various instruments made a part of this contract by reference, and upon completion and acceptance of said work, the City agrees to pay to the Contractor, in the manner set out in the Notice to Contractors, the amount of money due the Contractor for work performed and accepted, at the unit FORM OF CONTRACT PAG 3 OF 5 PAGES 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 clean up 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 PAGE 4 OF 5 PAGES 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 PAGE:: 5 OF 5 PAGES REPAIR LOCATIONS DIVISION 1 Sheet No. Location 1 11 th Street Bridge (Northeast corner) 2 US 63/Mullan Avenue Bridge (Southwest corner) 3 Virden Ave and Leland Ave 4 Alley on Sunnyside between Randall and Leland 5 Randall St. and Oaklawn Ave. 6 Alley on Oaklawn between Randall and Leland 7 Alley on W. Wellington between Norimer and Belmont 8 Alley on w. Wellington between Belmont and Oaklawn 9 Elks Memorial Park on Belmont (Walk needs cleaned) 10 Westfield near Blackhawk Creek Bridge 11 Ansborough Ave. & US Hwy 218 - Sheet 1 12 Ansborough Ave. & US Hwy 218 - Sheet 2 13 Ansborough Ave. & US Hwy 218 - Sheet 3 14 Ansborough Ave. & US Hwy 218 - Sheet 4 15 Ansborough Ave and Maynard Ave 16 Dundee Ave and Upton Ave 17 Dundee Ave and Stratford Ave 18 Upton Ave and Kirkwood Ave 19 Stratford Ave and Kirkwood Ave 20 Alley on Stratford between Magnolia and Evergreen 21 Alley on Bismark East of Magnolia 22 Falls Ave. Near Blackhawk Creek Bridge 23 Ansborough Ave and Janney Ave 24 Alley on Ansborough South of Falls Ave. 25 Evergreen Ave and Falls Ave 26 Knoll Ave and Hartman Ave 27 Alley on Magnolia between Janney and Hartman 28 Janney Ave and Fletcher Ave 29 Knoll Ave and Falls Ave 30 Castle Bluffs Park on Rainbow Drive 31 S. Hackett Rd and Oakcrest Dr 32 Field St and Norris Ct 33 S. Hackett Rd and Field St 34 Valley View Park on Maynard Ave 35 Maxine Ave and Zachary Ct 36 Downing Ave and Scott Ave 37 Downing Ave and Sheerer Ave 38 Downing Ave and Sheldon St 39 Downing Ave and Wren Rd - Sheet 1 40 Downing Ave and Wren Rd - Sheet 2 41 Downing Ave and Doreen Ave 42 Downing Ave and Julian Ave 43 Downing Ave and Sylvia Ave DIVISION 1 (continued) Sheet No. Location 44 Garden Ave and Wren Rd 45 Huntington Rd and Wren Rd 46 Oriole Ave and Wren Rd 47 Lark Ln and Wren Rd 48 Edgewood Dr and Ingersoll Rd 49 Sager Ave and Fleur Dr 50 Miriams Park on Sager Ave 51 Ansborough Ave - Black Hawk Rd to Home Park Blvd DIVISION 2 Sergeant Road Trail T1 US Hwy 63 - 450' SW of O'Neal Steel entrance T6 Ansborough Ave. and US Hwy 63 T2 Trail bridge #3 375' NE of Fletcher Ave T2 Trail bridge #2 1520' NE of Fletcher Ave T3 Trail bridge #1 3000' NE of Fletcher Ave T4 Falls Avenue crossing Westfield Avenue Trail T5 West Commercial St. to Jefferson St. Ansborough Avenue Trail T6 US Hwy 63 to Black Hawk Creek Greenhill Trail T7 Greenhill Rd. and Katoski Dr. T7 South Hackett Rd. to Univeristy Ave. T7 University Ave to Maynard Avenue T8 Greenhill Rd. and Rainbow Dr. Trolley Trail T8 East of Greenhill Road crossing T11 Ansborough Ave. and US Hwy 218 South Riverside Trail T9 Greenhill Trail to N. Hackett Road T10-T11 N. Hackett Road to West City Limits Cedar Prairie Trail T12 DeWitt Rd to West City Limits T13-T14 Black Hawk Creek bridges - US Hwy 63 to Ranchero Rd X 3, 44 4,41 ow 05 Zf y 3 �. I Y RAI 9 �3 _ 3: k ak.¢ � ` 'cr y , y �3 x a ; UIn WQ IM IV dd ely � a f v V" � r s3 x f' Z } �? 05 E a PUBLIC OWNED SIDEWALK REPAIR FOR. Bldg 2-00 Bldg# t30 7.5 x 5.(6: 42.0 !o.yx S.6= 58.2 Q e+et}a1 %e ware,vo ZO.U' LELA)Qb AVE . 6"z lo.Ix 5.9 = sq.6 �W= 10.3xS.3a: 5q-G 6"= 7.4x S.T= 47.Z 46"C7.Sx5.g­qv.S De1-ecfable wary+=n ® Ze.0 De�ee+abbe war ^g:Zd.n j '1 Pcc c #G = 19.®' "7"Pcc C. G w Bldg# 203 ,., BIdg# 131 4-"Sidewalk- Repairs:. 5 7. 8 sq.th New 4"Sidewalk sq_f[_ 6"Sidewalk Repairs_ 297. 1 sq.ft. New 6"Sidewalk � sq-ft Patches: Yes ❑ Now -of squares with patches: Detectable blaming_ Yes Xf No ❑ (o4.0 sq.th WWI —- Curb&Gutter replacement Yes 1r No ❑ Depth: —] in. Length_ ,5 Z.® If Wafer Valve adjustment -Yes .❑ No [9 Park Department review required_ Yes ❑ No [R Clean walk required_ Yes ❑ No S6 — Inspected by- Date: .�o rZ Repairs made: Inspected by: Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# Bldg # l '7 LX2 SuNNYS18E AVE • Bldg # .217 Bldg# -� 1-91,AND AVC. 4"Sidewalk Repairs: sq. ft. New 4" Sidewalk: _ sq.ft. 6" Sidewalk Repairs: sq. ft. New 6" Sidewalk: _ sq.ft. Patches: Yes ❑ NoR #of squares with patches: Detectable Warning: Yes ❑ No [ sq. ft. Curb & Gutter replacement: Yes ❑ No [3 Depth: in. Length: if Water Valve adjustment: Yes ❑ No Park Department review required: Yes ❑ No N Clean walk required: Yes ❑ No 91 Inspected by: Date: Repairs made: Inspected by: Sheet u PUBLIC OWNED SIDEWALK REPAIR FORM Bldg qa q Bldg#� RAtN DALL Sr. 75" PCC e46=1yo' RtR�"Pcc-6.7xS.Z:3`t8 PCt=8.gx5 zs46.3 � Defec#•'ble, WO-CAI c.2o-0 3 Q Bldg# 3®Z ® Bldg* 3 g —Z 4"Sidewalk Repairs_ _ sq.it Mew 4"Sidewallc sq.fh 6"Sidewalk Repairs: S sq_fL New 6"Sidewailc sq.ft. Patches: Yes ❑ No V -t of squares with patches: e Detectable Warning: Yes ( No ❑ Zo.b sq_fr wwa- Curb &Gutter replacement Yes i, No ❑ Depth: 7.� in_ Length:. 14.® if Water Valve adjustment: Yes -❑ No [� Park Department review required: Yes ❑ No [?. Clean walk required: Yes ❑ No [. Inspected by-- 5 Date: O 12 Repairs made. Inspected by: Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# Bldg# I _ 0ArV. LAWM AVE. R tp, es.. g10.0x.5.Sx 5.C.0 Bldg# �_ Bldg# ZQ 4" Sidewalk Repairs: sq. ft. New 4" Sidewalk: _ sq.ft. 6" Sidewalk Repairs: s ft. q- New 6" Sidewalk: _ sq, ft. Patches: Yes ❑ NoX #of squares with patches: -- Detectable Warning: Yes ❑ No 19 sq. ft. Curb & Gutter replacement: Yes ❑ No ® Depth: in. Length.- If Water Valve adjustment: Yes ❑ No Park Department review required: Yes ❑ No Clean walk required: Yes ❑ No R Inspected by: S Date: _2®a Repairs made: Inspected by: Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM 4ELKS MEMORIAL Bldg# Bldg# WICLL1"GrTON S?'. l� Bldg# qDO Bldg# �/DD elMmh} Ave . tb�o �bar4'�3 n$ Ave . 4"Sidewalk Repairs: sq. ft. New 4"Sidewalk: sq. ft. 6"Sidewalk Repairs: _ sq. ft. New 6"Sidewalk: sr,, ft. Patches: Yes ❑ No® #of squares with patches: Detectable Warning: Yes ❑ No sq, ft. Curb & Gutter replacement: Yes ❑ No X Depth: in. Length: _If Water Valve adjustment: Yes ❑ No L8 Park Department review required: Yes ❑ No 2� Clean walk required: Yes ❑ No Pg. Inspected by: fr�S Date: 2.012 Repairs made: Inspected by: Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM 77 Bldg# 32.5 Bldg # 312 Vt1, WF-LL1AJGToAJ ST . tR Bldg# L103 Bldg# 14 QO ��1�nno�k A Oat-Aawrt Ave. 4" Sidewalk Repairs: sq. ft. New 4"Sidewalk: sq. ft. 6"Sidewalk Repairs: 2(n.5 sq. ft. New 6" Sidewalk: sq. ft. Patches: Yes ❑ No IM #of squares with patches: Detectable Warning: Yes ❑ No ® sq. ft. Curb& Gutter replacement: Yes ❑ No ® Depth: in. Length: If Water Valve adjustment: Yes ❑ No FA Park Department review required: Yes ❑ No :K Clean walk required: Yes ❑ No 9 Inspected by: Date: .Z®17- Repairs made: Inspected by: r � v i d � 4�= 4` c£ jj kf: y, 4 0 C.LEAna WALK , AODIT)b#JAL � 0 �Y ` RE PAt" MAY a , r , ,r 4 €f r f r , � a Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM Bldg # Bldg# OC WEsrFiELD AVE. (loco b1®aK) Y. Olt i-�® ads as A+ �'� �`� 0 s� Bldg# gv Bldg# C4 y LV �.t 4"Sidewalk Repairs: 15H.2 sq. ft. New 4" Sidewalk: P _ sq.ft. 6" Sidewalk Repairs: sq. ft. New 6" Sidewalk: _ — sq.ft. Patches: Yes 9 No❑ #of squares with patches: Z LARGfs PATCNE5 04 BRIDGE Detectable Warning: Yes ❑ No ® sq. ft. Curb& Gutter replacement: Yes ❑ No R Depth: _ in. Length: — If Water Valve adjustment: Yes ❑ No Park Department review required: Yes ❑ No L4 Clean walk required: Yes ❑ No 54 Inspected by: R is Date: 2 0 i2 Repairs made: Inspected by: 0) O d J 5 1 : PP EE 5� i J 3 X At C 2s f lz o � g ri R A 7 �f lye' t: v n z � w J i rr Y IL N8 Z V ir ME kq- e s� M t UI 1 y i 6 = 3 1 } s V t .,V J H. u. Z � iI Fc\_ f` ------------- r 00 m _ p A b N A D z� § � 02 cl _ x 711 co S n 1co X 02 ! 4 i loo Jt co 1 N IC9 , COURIERST A ki { ' I { \ I IDA ST 4 A 02 {i,1 WESTFIEID AVE —O —n � y0 OOmz ZO OO5O C z Az -ziociz I {o c»mo o>Z28 f D � -I W < z r %� 0* X ry Ti :Cl mD ZDT = m, ={i x O = K -n m x O-iZrr- �'D0 X cS z n 8 0 _=m cn - m 0 z cn ill 00 °cn ®p maD D D m 0 mg �O� -n DA � p rN Z �m nnz c n �rn z z� M- tz-= = mm-i R0 � ZOm 0 0 00 < m m -0(-) z n� m0 0 �n� 0� �� m z ��m z� 0 z —zi 0 z D> CITY OF WATERLOO, IOWA = m z ENGINEERING DEPARTMENT ' FY2013 SIDEWALK AND TRAIL 1a MM =ao 715 MULBERRY STREET REPAIR-ZONE 3 ANSBOROUGH AVE-US HWY 218 m w{ WATERLOO,IOWA 50703 (319)29112 PHONE CONTRACT#848 -43 SIDEWALK REPAIR (319) -4326P FAX CONTROL 00 0 Sheet� 1 PUBLIC IC OWNED SIDEWALK REPAIR E FOR, b - Bldg# 3oa Bldg VACANT A E.R 4.IQ 8 a PCC 12.0 x 6.1 r q73.Z �e'Ftt}E1blt l�orrl'+nq r Iz.o /IIAYNARD A vE W 0 oC Bldg# j10O co BIdg4 VACANT ANs®oRou6H Ave. Z Lor Q 4';Sidewalk- Repairs: sq.f(_ New 4"Sidewallc e sq.fL ,Sidewalk Repairs: 7 3.Z sq.it New B"Sidewalic _ sq_ ft. -- Patches: Yes ❑ No® t of squares with patches: Detectable Warning: Yes X No ❑ lZ.a sq fL wwv _. Curb&Gutter replacement Yes ❑ No FK Depth: in. Length: if Water Valve adjustment: -Yes .❑ No A Park Department review required: Yes ❑ No N Clean walk required: Yes ❑ No 19 Inspected by-- - Date: _ 2017 Repairs made: Inspected by: Sheet# 1� PUBLIC OWNED SIDEWALK REPAIR FORM .3' TALL LIMSSrOME RgrAIOING c,/ALL VACANT Bldg# 1_.0T slat# -72o dg## 71 — R4R '1` Pcc= 1S.I.A o >8.5 New �~ PCC r $.0-%5'10 =js•0 N AW b"P[C o 10.®x (c"Icc c6G* 9-®' UPTOrj Mr. New 4;'PCCr6.0x5.3= 412- R4R y"Acc,=106A1.3r 7 R 4 R W Pec C 06 r t?.o' �Cfecbable waret+�=/o.C> Bldg# S®Z ® Bldg# ?/9 D uNvec A Z 4 4"Sidewalk Repairs: 131/•Z sq. ft New 4" Sidewalk: Z.S.® sq.fL 6"Sidewalk Repairs: sq. fL New 6" Sidewalk: 9S'y sq. ft. Patches: Yes ❑ No LW #of squares with patches: Detectable Warning: Yes If No ❑ 20.0 sq. ft.vw� Curb & Gutter replacement: Yes [!q No ❑ Depth: in. Length: .ZA 0 If Water Valve adjustment: Yes ❑ No N Park Department review required: Yes ❑ No CA Clean walk required: Yes ❑ No t Inspected by: S Date: Repairs made: Inspected by: PUBLIC OWNED SIDEWALK REPAIR FOB Bldg# y Bldg# SYS STR/tTFoRp A V�r. p RgerAo,re/.�� !o"ogocc = 6.Z x S.c®a 34.7 U Bldg# $01 2 BIdg# 60� STRA'rFootb Avg. DuMbEE AVE. 4J r 4"Sidewalk Repairs_ sq.ft New 4"Sidewalk - sq. ft iZemova! 6"5idewa(k : ��•'1 sq.ft. New 6"Sidewalk sq.ft. Patches: Yes ❑ Now HE of squares with patches: Detectable Waming_ Yes ❑ No [ sq_th " - Curb&Gutter replacement Yes lg Na ❑ Depth: IR Y2 in. Length_ 7•Z If Water Valve adjustment -Yes .❑ No [ Park Department review required: Yes ❑ No [+� Clean walk required: Yes ❑ No rltI Inspected by:. ,. Date: 2-0 1z- Repairs made: Inspected by: Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM Bldg # LE,Ida # tZ l ® " C C Soo 5.1 m 6 d.3 $ Q c0.„ TPCC = _S.0 x.s.! >Z5..rs De+er-f-able w arnin3 r. Z®.® UPTON AVE . Bldg # hZs Bldg# Saa tJI&n Ave. Ever ecen Ave 4" Sidewalk Repairs: sq. ft. New 4" Sidewalk: m _ sq. ft. 6"Sidewalk Repairs: sq. ft. New 6" Sidewalk: _ sq. ft. Patches: Yes ❑ No #of squares with patches: Detectable Warning: Yes .® No I 1 20 • sq. ft. Curb & Gutter replacement: Yes ❑ No [X Depth: in. Length: If Water Valve adjustment: Yes ❑ No M Park Department review required: Yes ❑ No Clean walk required: Yes ❑ No Inspected by: R Date: 12 Repairs made: Inspected by: Sheet PUBLIC OWNED SIDEWALK REPAIR FORM f Bldg LIdg# Spa •• G G = •® STKATFt)1t.D AVE , R rr R ,® remove �..PCC,= 7.10 x5,3rg = �1®.3 3 Bldg# !o®y Bldg# GZ3 KeRMwooD Aug , y 4"Sidewalk Repairs_ sq.ft. New 4"Sidewalk sq.ft. 6"Sidewalk Repairs: P sq-ft- bkw 6"Sidewaltc ��•3 sq_ft Patches: Yes ❑ No& ir of squares vdth patches: Detectable Warning: Yes ❑ No g sgAt Curb&Gutter replacement Yes f4- No ❑ Depth: _in. Length: /O.O If Water Valve adjustment -Yes .❑ No `gj Park Department review required: Yes ❑ No N Glean walk required: Yes ❑ No 1� Inspected by: Date: O la Repairs made: Inspected by_ Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# 5 140 Bldg# 5qL4 w na ►w w 5-rPA-rF6 RZ AVE . Rt K 421" p6Gr yZ95.3 =2Z3 Bldg# 4.0 t Bldg# �ver,r�cve Ma��ole� Pia 4" Sidewalk Repairs: sq. ft. New 4" Sidewalk: '® sq.ft. - 6" Sidewalk Repairs: 2 •3 sq. ft. New 6" Sidewalk: _ sq. ft. Patches: Yes ❑ No E' #of squares with patches: Detectable Warning: Yes ❑ No K sq. ft. Curb& Gutter replacement: Yes ❑ No E�r, Depth: v in. Length: If Water Valve adjustment: Yes ❑ No K Park Department review required: Yes ❑ No [S Clean walk required: Yes ❑ No C5 Inspected by:—.. f-1% Date: 3 ® 0 Repairs made: Inspected by: Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# (.47 Bldg# 41 8%smARK Avc . Bldg# 7o3 Bldg # 700 Mar6%;a Pw W00-LGATE AVE. 4"Sidewalk Repairs: r sq. ft. New 4" Sidewalk: r sq.ft. - 6"Sidewalk Repairs: 47.® sq. ft. New 6" Sidewalk: sq. ft. Patches: Yes ❑ No,jl #of squares with patches: Detectable Warning: Yes ❑ No fia sq. ft. Curb & Gutter replacement: Yes ❑ No K Depth: in. Length: If Water Valve adjustment: Yes ❑ No X Park Department review required: Yes ❑ No Clean walk required: Yes ❑ No Ed Inspected by: AS Date: ;2y sZ Repairs made: Inspected by: �y�r �t f a T � k va w# . � r 014 3 4 L LO r k` a s � K CC t 0 C2 —rx r lL co c r 2- PUBLIC OWNED SIDEWALK REPAIR FORM j Bldg# /®30 Bldg# 0I 8 O a ,: e 0 q V1 2 Q JAigmey Avc . -- - ell ac Qw 0 Bldg# 1100 Bldg# J//f W01- _ 4"Sidewalk Repairs: 5 O sq.ft. New 4"Sidewalk sq. 6"Sidewalk Repairs: �/8.5 sq.ft Remove fL MIW6"Sidewalk: sq_ft. -- Patches: Yes ❑ No J4i #of squares with patches: Detectable Warning: Yes. No ❑ 2-0.o sq.fL Curb &Gutter replacement: Yes 14 No ❑ Depth: 8.5 in. Length: 20.® If Water Valve adjustment: -Yes .❑ No �c Park Department review required: Yes ❑ No $ Clean walk required: Yes ❑ No Jx1 Inspected by: 1,- Date: 20(4 Repairs made: Inspected by: Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# Bldg# ! r �e�vb s�Ve, usbo,a®ucow Ada. 6 15.2 x 4.1 = (2.3 Bldg# 401 F Bldg# Falis Ave. ParK*,VNq l.0} (RuAis Taeo:x) 4"Sidewalk Repairs: sq. ft. New 4"Sidewalk: P sq.ft. 6"Sidewalk Repairs: — 49 z.3 sq.ft. New 6" Sidewalk: sq.ft. Patches: Yes ❑ No 5Z #of squares with patches: Detectable Warning: Yes I 1 No ( sq.ft. Curb & Gutter replacement: Yes ❑ No SL Depth: in. Length: If Water Valve adjustment: Yes ❑ No 91 Park Department review required: Yes ❑ No Clean walk required: Yes ❑ No E5 Inspected by: IRS Date: 2®i t Repairs made: Inspected by: PUBLIC OWNED SIDEWALK-REPAIR FORM Bldg# ZZ® VnCc►r�♦ Bldg# L®f RfR a-acc: 40x5Jazq-0 10 " pcc C tev 6.5' ®t�ectablE wo�A►'a�gs�o.a /CALLS Avr,. RtR (o"PCCa1.1-KU:42.8 R4K VPCC 91.BxsD-Zy.0 to"i"PCC Ct G-.7.0, Bldg# ZZO 1 9 • _ R4 6"PCC t(..a,6.N= G.7 , JOB " d 12 RtR 4* pcc.:to.1 xs.yssy.5 lV �t PCC CfGr /b.o' 10'g"PCC C!rr= so.3' R t R 4." PCC s y.3 xS.6=Zy.I 0000ad1e. Warnin : /o•Q Oefee.fabte Warnin' Z 10.0 4"Sidewalk Repairs__ 7 8.5 sq.ft. New 4"Sidewalk _ sq_fL 6"Sidewalk Repairs: 127.4 sq.ft. New 6"Sidewalk: sq-ft, Patches: Yes Q Nod- #of squares wffi patches: Detectable blaming: Yes K No Q — yD.a sq_fL Curb &Gutter replacement: Yes ►K No ❑ Depth: !O 1 in- Length_ 3 of-9 If Water Valve adjustment: -Yes .❑ No 1 Park Department review required: Yes ❑ No IM Clean stalk required: Yes ❑ No Ei Inspected by: R.S Date: „2 1Z Repairs made: Inspected by: Sleet 2 PUBLIC OWNED SIDEWALK REPAIR FORM Bldg /020 BIdg# DSO +t* Ave. New 37.0 RiR 4"PcGii7.?xS.i=b3.4 New (a =(e.(exs.6n 37.0 tJew6`PCC=6.3+c5:b�3S.y Newt''=S3xS.3=2$.l (6"Pcc c;e. -27.3 6°,pcc CCG o 27.3' de+ect.6le warn;w :Zo.® Detectable warn�n s 2p,® NtARTMAN SAVE . r. 6" PCC CtG=ZN®' R*R _3441 1Jew(a•°PcG-6.3u.5.6=3.5 3 k4A y°PCC-=/a.Zx •2=53.0 5.6 RiR(o"PCC_-6.6x :37o RtR (o°'PCCe�.yx5.6= 3?.5 RJR 4n.pgs Zo.® A f.PtC=ty. +�s.2 e Oe+ectable w®. 75.9 R4R 'PPCC.®SSx5.0=Z75 b"Pcc ceG =a 7.3' Oe+ec�.ble Warn.a�:20.0 o _ J Bldg# 201 � BIdg# !/OS Y KwoN Ave. 044lrnkt�BaypfoSl-CIwKb 4"Sidevralk Repairs: Zt 4.S sq_ft. New 4"Sidewalk .29. 1 sq. fL 6"Sidewalk Repairs: /11.® sq. it New 6"Sidewalk I'f O sq.ft. Patches: Yes Q No R �of squares with patches: — Deter-table Warning: Yes ( No ❑ So.® sq_ t. Curb&Gutter replacement: Yes 91 No ❑ Depth: (®" in- Length: /o5,q If Water Valve adjustment -Yes .❑ No f 9 Pack Department review required: Yes ❑ No ff Clean walk required: Yes ❑ No Inspected by: 1Z S Date: ,2 o r2 Repairs made: Inspected by- Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# /�_ Bldg# 507 of Ave. ReR (o" pc - y.ax5.4 =zs.9 Bldg# 11177 Bldg# / ®1r RIT61006 P W. lstQghOfiq PW. 4"Sidewalk Repairs: sq. ft. New 4"Sidewalk: P sq.ft. 6"Sidewalk Repairs: 9 sq. ft. New 6"Sidewalk: r sq. ft. Patches: Yes ❑ No #of squares with patches: Detectable Warning: Yes ❑ No sq.ft. Curb & Gutter replacement: Yes ❑ No L9 Depth: in. Length: If Water Valve adjustment: Yes ❑ No L5 Park Department review required: Yes ❑ No Clean walk required: Yes ❑ No [3 Inspected by: Date: -20 7- Repairs made: Inspected by: " - sheetu PUBLIC OWNED SIDEWALK REPAIR FORM NortMeidgv# G>,"R AG E - Bldg# I/6 4R W'PCctItSjO.or70.0 Newb«PCc=6.Ox5.3=31.8 4R V,PCCT/1.6xS.36-Q.5 De+ecigble Worn)ngx 20.0 v R t A y4PCC217.7x5.3=Q3.a 8.5'.PCcc4G=est £ Ne•y6" Pcc=S.oxS.3-26.5 _ EX Re-eve 6"PCc:It.Ox&.7rZ D8+eC+@Lwe Warsbn a /0.0 PCC CriG=2G.0' JANNEY Avc. ` DefectaJett warn:n, =/O.cs N e w t"pCc s 3.Sx 4.o c/N.D — _ . R4Qy"Pee=t�.ox3.y=s6.y R K 02,'PCC-3:Dx 4.o o 1?.O ov�lD"PCC=/o0x It.0 51/0 - R4a►p � - �C BIdg# V B Idg 2L t C hvre�N ti F/etcher Ave. 4'Sidewalk Re airs: .311.7 leemove 6" p sq-th Sidewalk: 80.9 sq.ft 6"Sidewalk Repairs: 43.8 sq- it 6'Sidewalk 72.3 sq-fL -- Patches: Yes ❑ No®- #of squares with patches: ^ Detectable Warning: Yes No ❑ `o.C) sq.fr_ kwv Curb&Gutter replacement: Yes *2 No ❑ Depth: S .5 in- Length: 67 O if Water Valve adjustment -Yes -❑ No [ Park Department review required: Yes ❑ No Clean walk required: Yes ❑ No Inspected by: Date: _ ,0 t? — Repairs made: Inspected by: Sf1E�t� PUBLIC OWNED SIDEWALK REPAIR FORM R49 W"PCC : /t.o x5.3e S8.3. — R<R 6" Pee = 4.® x6.y_ 57. 6 � DE}ee}able wa�s;n •i2.o - !O" PCC C 4 Cs=;®.0 Bldg f 00 174 Bldg# __+� ASPyAVT Most ASP►iAtt P,lrt,K�V' � `9.o sP PALL$ Avg. RtR 6"PCr_=%2x5A__S4.3 94R 4"PCC=4.1x5.1= a0•9 94R b"pCC:7.8+:5.9:yY.t RtRy�ptt=/o.ixs.t:5t.5 / R6RG"PCC-6.7<b.o:yo.Z — D4+cc_+able warA,,� a 12 lo"Pcc ctG=fq.y .0 /A" PCC c tr. s lo.1- 13tfectala►t tJarn,N .10.0 Q _ a Bldg# 1801 ® IFBIdg - Y2 4'Sidewalk Re airs: t 30.'7 P sq.ft sq- fL ww� 6"Sidewalk Repairs_ 1114.2 sq-it New 6"Sidewalk sq-ft Patches: Yes ❑ No L of squares with patches: Detectable Waming: Yes 14 No ❑ 4/N.0 sq:ft Curb &Gutter replacement Yes [M No ❑ Depth: 10 in. Length: 34.9 if Water Valve adjustment -Yes .❑ No K] Park Department review required: Yes ❑ No 91 Glean walk required: Yes ❑ No IA Inspected by: Ki Date: _ Z o It — Repairs made: Inspected by: Sheet# 130 PUBLIC OWNED SIDEWALK REPAIR FORM CRSCLE $LUfF_ ®� PARS UZ® too — a5ebswDr. �J,®° aPa�f a®, lJorWom Opt _ ! Rah„bacv Dr, Bldg# 1/07-1/13 i pzq Bldg# 1023 4"Sidewalk Repairs: 5 0.0 sq.ft. New 4"Sidewalk: sq.ft. 6"Sidewalk Repairs: 41110.® sq.ft. New 6"Sidewalk: sq.ft. Patches: Yes ❑ No CK #of squares with patches: -" Detectable Warning: Yes ❑ No ® sq.ft. Curb &Gutter replacement: Yes ❑ No & Depth: in. Length: If Water Valve adjustment: Yes ❑ No �f Park Department review required: Yes ❑ No 2T Clean walk required: Yes ❑ No ET, Inspected by:, '5 Date: �2o t?— Repairs made: Inspected by: Sheet# 31 PUBLIC OWNED SIDEWALK REPAIR FORM C�qUKC H Bldg# aids# Bldg# -5. NACK C TT ROAD R 4 9 6"Pcc =N.oxs,7o2Z.s IZ"Pcc c4r. = 7o' Deter_+aisle warn�n3-8.0 n Bldg# i`t79 Bldg# 47® b 7C 4"Sidewalk Repairs: sq. ft. New 4"Sidewalk — sq. ft. 6"Sidewalk Repairs: Z2.S sq. ft. New 6" Sidewalk sq. ft. Patches: Yes ❑ Now #of squares with patches: — Detectable Warning:. Yes f4 No ❑ E.0 sq. tt, Curb &Gutter replacement: Yes $] No ❑ Depth: IV in. Length: 7•O If Water Valve adjustment: Yes ❑ No [. Park Department review required: Yes ❑ No 19 Clean walk required: Yes ❑ No Inspected by: IP5 Date: 201a Repairs made: Inspected by: Sheet# 2 PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# VA Skis# 35.3 Bldg# yob New (a.0 'x5.v 10"L c4G. z 10.0 ' DZfeC�-4ble W0.f/\eh4 � OQ.0 N®QR IS Cr. /ON C f'Ca - to.0 Remove Pcc �.oX 4.5=2T0 C. > !E dN Sd Q Bldg# 3—� Bldg# q0y 1 4"Sidewalk Repairs: sq. ft. Remove 6,Sidewalk- 27•0 s ft. q� 6"Sidewalk Repairs: _ sq. ft. New 6" Sidewalk: 36.0 sq. ft. uwc. Patches: Yes ❑ No 9 #of squares with patches: Detectable Warning: Yes I& No ❑ sq. ft. wilt, Curb & Gutter replacement Yes Eq� No ❑ Depth: 1 in. Length: ;Z0•0 If Water Valve adjustment: Yes ❑ No a Park Department review required: Yes ❑ No Clean walk required: Yes ❑ No IN Inspected by: Date: .201Z Repairs made: Inspected by: Sheet# 3� PUBLIC OWNED SIDEWALK REPAIR FORII/1" Bldg# Sias# y« Bldg# y0® S, HACKETT /2p NewH"Pcc=ly,sit4.o'_ sa.o New (®"PcC a r2,o`x y.g'c 57.16 1211 Pct CtGz 8.0' Oekeetgble Grarn;ti9-8,0 1� N 1 Bldg# Bldg 4"Sidewalk Repairs: sq. ft. New 4"Sidewalk- 58 0 _ sq.ft. 6"Sidewalk Repairs: sq. ft. New 6"Sidewalk 57, sq. ft. Patches: Yes ❑ No8 #of squares with patches: Detectable Warning: Yes b;r- No ❑ $•O sq. ft. Curb & Gutter replacement: Yes E No ❑ Depth: !2�� in. Length: 8•0 If Water Valve adjustment: Yes ❑ No 9 Park Department review required: Yes ❑ No [9 Clean walk required: Yes ❑ No 91 Inspected by: _ Date: -20 f0- Repairs made: Inspected by: :{ e �" " c • � a � tl x Y i r• c ( 8 �t P MW d l777�F 3 ilM %^t � m ?; k 3 �r �j t .tee � r s ' � 4 � y l , jot gv Nq � g " " �s x in ® .e sgE, ` � � P ��X �-�x� i e ,r�•, z-$ � x s 'fir �.� Q. � d worm m' --11^• ` rt xr ti �x' 3 `'sfr 7Rf ( �� 3 v; vi Zip t 4 Q M N M O N W O .n N T (6 a lL PUBLIC OWNED SIDEWALK REPAIR FORM RtR1'a"PCCe7-0.x4(2=33.6 RtR !a"PCL =9.1xAC: : All.q R4 R y" PCC. r1la.3x,1.os6S•Z R* R - R4R 6"Pcc r1.0xy.isj:Wt.&1 ReR 6" ACC. _4G.axy.7_-2946 R4R 8�" Pcc C fG ® 11.0 ' Rt R g'°a,. C. ca 114.�' ®e�eei-eblt warty:��e16.� Oefec-+CL61e Bldg 12g8 Bldg# /Z99 o U DOWN-iNC., AVE. Bldg# tgo3 RtR Pcc=t5.a x a.o-(.3. R.4RG"Pcc.=9•txH.b=4 .3 R4 ot 0600 oxa.4=so.6 Bldg# fa6i RtR G': Pcc- 10.9 y•2=445.8 R4R 6"Pcc:12.2aY.11-53.7 RtR 4 Pcc y.1 11.0 1(a.q R 8y ~C tG : 1q.a , R iM %!s"C kG: 17.0' De+e��able w w .A It..0 �e+ec.+&.61e War7nn S 16.o ;� = 4'Sidewalk Repairs_ Z Z I• & sq ft New 4"Sidewalk — sq.fL 6"Sidewalk Repairs__ 333.1 sq.ft. New 6"Sidewalk P sq-fL Patches_ Yes ❑ NoO �of squares with patches. Detectable 'Warning: Yes 9 No ❑ �Y.D sq:ft Curb&Gutter replacement Yes 9—No ❑ Depth: 8 � " in- Length: 40-6 If Water Valve adjustment -Yes .❑. No N Park Department reVie-w requited: Yes ❑ No Clean walk required: Yes ❑ No 0 Inspected by-- Date: 2012 Repairs made: Inspected by: Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# Bldg# ! flr;v a,1 ecoack Driv way pr ael1 D0WN1*JG Remove. (o"PCC=S.3x8.t'y2.9 Remove !®" PCC'78Xs-6-9?.7 R4R8'� "ctCx Kkk 6" PCC-7.8x5.6:43.7 RtR 6'Pcc:79xB.fo=y3.°7 RA R H"PCC-9•zx 1.6=y2.8 °- RR y"Pcc -9.3x4.(p-ya•S o a u @ft�eci�ble worosw a�v.v De}ec}ab1E Warn;ngs IDU Sol :E a l�a�ni wal ti is i w 11 OC � Bldg# W Bldg# l290 — X 4"Sidewalk Repairs: sq.ft. New 4"Sidewalk sq.fL 6"Sidewalk Repairs: `t 3.6 sq. ft Rhbm emove 6"Sidewalk- Patches: �2 Z sq.ft Yes ❑ No4K #of squares with patches: Detectable Warning: Yes n No ❑ &P sq.ft. ww, Curb & Gutter replacement Yes ® No ❑ Depth: 8 �„ in. Length: 32 If Water Valve adjustment: Yes ❑ No 491 Park Department review required: Yes ❑ No a Clean walk required: Yes ❑ No RL Inspected by: EZS Date: 2D/Z Repairs made: Inspected by: Sheet# - PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# 1-741 R,Ids# J 803 Bldg# oao�• 8M RLR G" PCc� ,2.DXy5- 5y.0 De}Cc}0.bte WaeniRga 9.0 _ DOWN14 . AVE. R4R 6"R4 Pcc= ll.ox = 3§,o • so.o fl R � ?cc : io,0 -6.o� s.® Rf<2 y" Pcc r q.2x8.® -' 33.L KkR loll c4G=140' 0e}ecialolt aaa��;w = /�� — Dc�ec�'abte W4��ewq� �j.a _ J 94R �!"Pcc=IZ.00xylssl. Z — Bldg# 1 Z39_ •y Bldg# >Z 80 8CCK4R FUCA. SGHop L 4"Sidewalk Repairs: sq.it New 4"Sidewalk sq.ft 6"Sidewalk Repairs: 114.0 sq. ft. New 6" Sidewalk sq. ft Patches: Yes ❑ No.14 #of squares with patches: Detectable Warning: YesX No Q .D sq.ft.wwr� Curb & Gutter replacement: Yes Rj No ❑ Depth: ®•O in. Length: Z6.0 If Water Valve adjustment: Yes ❑ No IN Park Department review required: Yes ❑ No In Clean walk required: Yes ❑ No PS Inspected by: 5 Date: ,20/2 Repairs made: Inspected by: Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM r 5CN-oL. — Si ds s Je 39 #R r."PCC:Z.(0.5 3:I3.8 R 4 R to"Ctc,x 6•14' �@4ee�abltwwrnin t0.o Pt�esfrian crosswatK6v}�o t� Tad e+ sfd ewaiK slope RRR6"Aee=)2.Yxso =�ZD Rt R De#tee-able Ware:,_ io.o — D®wN�NG► Av6 . RkR 10"cec -/Z.y " R4R 10"C" '"' P,t96" ?CC=f0.3Xyt=y3.3 pe-tec}able Warn:hJC/8.0 ktk14`FCC-:t2.lxy0=`/d.4 � R4R46"Pet=7•txy.6:36.3 Rik &,"PCC=8.304.6=38.2 RtR w"ACC=Iea.7+ry.t-fop•S 9.Rts R vyP cc•/r.s, z 45.4 RAR 4"PCC54wgx:ZZy Pceq8xyf.oSMZ '_ �e}'eeiablt warn:n : t6•o Ic a 0 o Bldg# Bldg# 4"Sidewalk Repairs: ��® 'D sq.ft. New 4"Sidewalk sq.ft. 6"Sidewalk Repairs: Z5 Z sq. ft fo ,(e 6"Sidewalk 79. 1 sq.ft. Patches: Yes ❑ No bq- #of squares with patches: Detectable Warning: Yes �_ No ❑ sq-0 sq. ft. Curb & Gutter replacement: Yes i No ❑ Depth: /O in. Length: q If Water Valve adjustment: Yes ❑ No Park Department review required: Yes ❑ No D Clean walk required: Yes ❑ No Inspected by: Date: ,2a i 2 Repairs made: Inspected by: ilk I aF" €L V � 7o0 - t� Y 01 x ' � 4 f � 00 U � U A O pp Ok i cs� t ' 14 s OEM Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# i507 Idy# /S// Bldg# 1517 New 6"pcc r iz.S'x q.1,'<57.5 New (o"PCC r e2.5'xH.e,57.5 RiR 10" CtG= 7.o ' R!R 10" CtG . 7.0' De4tcta4stc Warn)ns r 8.0 De�ec+gblc W arn;ro�= 8.0 Dow Niw, Avg . W Bldg# /Soy W Bldg# 12 4 Doreen Ave. 0 Q 4"Sidewalk Repairs: - sq.ft. New 4"Sidewalk - sq.fL -' 6"Sidewalk Repairs: sq. ft. New 6"Sidewalk 1/->•® sq.ft. Patches: Yes ❑ No 0, #of squares with patches: Detectable Warning: Yes No ❑ I G•D sq.it. Curb & Gutter replacement: Yes .9 No ❑ Depth: /o in. Length: /y ® If Water Valve adjustment: Yes ❑ No 47 Park Department review required: Yes ❑ No f9 Clean walk required: Yes ❑ No IN Inspected by: fir_ Date: �20 /2! Repairs made: Inspected by: Sheet PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# !y Bldg# 2:6'_ Riot DeteC�gble Worn:nq= ✓D.O R4.R )o" C16 — Bldg# — Bldg# N 4"Sidewalk Repairs: 143.5 sq. fL New 4"Sidewalk sq.fL -" 6"Sidewalk Repairs: L{2.ec�. sq. fL New 6"Sidewalk sq. ft. Patches: Yes ❑ No K #of squares with patches: Detectable Warning: Yes K No ❑ /o.b sq. fL Curb & Gutter replacement: Yes E& No ❑ Depth: /O in. Length: 0.0 if Water Valve adjustment Yes ❑ No 4 Park Department review required: Yes ❑ No LX Clean walk required: Yes ❑ No KI Inspected by: k5l Date: Repairs made: Inspected by: Sheet# 7 PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# /�®q �tds 12Z( Bldg# 02is d W N t tV Gr �J tiG. OR /0"Csc, = Mot R4R Q�" Pec-93xy.8='Meo R t R y"Pcc =8.o xy.o: 3t.o Y/� RkR Pcc 9.3x y0='44,6 � RJR Aj� PccBoxyp 24Rro°° PCC-10•yx 4-8-y9.4 R4R 6. = 32.o Pcc=ro.4,K4.8=41.q De.+ec+able Warn�,% c 16.0 de}ems};6i� Warn;nJ= ;8.0 V R4R i®"c#G =ly.o° s� /' Bldg# 12 Bldg# 12M 4"Sidewalk Repairs: y q sq.ft. New 4"Sidewalk sq.ft. 6"Sidewalk Repairs: 13 N•3 sq. ft. New 6"Sidewalk sq. ft. Patches: Yes ❑ No® #of squares with patches: y Detectable Warning: Yes 9 No ❑ sq. ft. Curb & Gutter replacement: Yes lS No ❑ Depth: 10 in. Length: -21•® If Water Valve adjustment: Yes ❑ No KI Park Department review required: Yes ❑ No ff Clean walk required: Yes ❑ No Inspected by: Rs Date: .zo le- Repairs made: Inspected by: PUBLIC OWNED SIDEWALK REPAIR FOR- Bldg# Bldg# _ t / RtR 6"PCC:to.t.y.5=qsS RtA 8_6"CCG= T.0' D e-+e C+C061@ W a r wtf.0 Ga�s�E1v Avrz. (11 1z{R 6"Pee=11.3xK.5=5o,q R k R y"Pec=�•Zx4.o=Z�S Dt}et$gblC W4rniR c8.0 RkR 8.5" C tG o 11T Z Bldg# eOZ 3 Bldg# i Z0.5' carer► Rd. 4'Sidewalk Repairs: .2 4• $ sq_ft. New 4"Sidewalk 6"Sidewalk Repairs: 96.q sq- it New 6"Sidewalk sq_ft Patches: Yes ❑ No R Y of squares wifh patches: Detectable blaming: Yes 19 No Q .D sq-.f:L Curb&Gutter replacement: Yes R No ❑ Depth: g•5 in_ Length: ,70.0 if Water Valve adjustment: Yes .❑ No. L� Park Department review required: Yes ❑ No Clean walk required: Yes ❑ No I Inspected by: RS - Date: .2b I?— Repairs made: Inspected by- Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM Bldg# d707 slaj# /71/ Bldg# 171"7 3 On Ad- _3 a , l New G" Pcc. ^ 17-5 x s1,_ New `I" Pcc s s:c x s.o=25.0 New h Cc = 12.Sx 5.v= GZr New 4" PCC- = 5.0x5.0=25.0 De+ec.table Warn�nq=fu.0 De+ecfable, warn',a, R4 R t2" c tcv o ?.o� i4uNTJNGr0N RD. R4 R iZ" C4 G = '7•® C Bldg# 1-710 Z Bldg# 17ZO N 4"Sidewalk Repairs: sq.ft New 4"Sidewalk SD , o sq ft 6"Sidewalk Repairs: sq. ft New 6"Sidewalk sq. ft. , Patches: Yes ❑ No M #of squares with patches: Detectable Warning-- Yes ®. No ❑ 2®.) sq.ft c. Curb & Gutter replacement Yes X No ❑ Depth: 12 in. Length: ® If Water Valve adjustment: Yes ❑ No N Park Department review required: Yes ❑ No Clean walk required: Yes ❑ No [Y Inspected by: a5 Date: _2 01 P_ Repairs made: Inspected by: Sheet# PUBLIC OWNED SIDEWALK REPAIR FORM VACANT LOT Bldg# /y00 W REN R.D. hmove C."PCC =9.yxyS= y2,3 "PCC=1o.lxy.5:ys•S R4R IO" Cten = 7.a Q�wtoVE (o pt� R io" CeG = 7.0' p A Rog 6",Pcc=4.yx14.5=yz.3 # < tr) RtR y' PCC=ro.6xq.SrgS.o R$R W' CCG o 7.o' Q De*ee+®lole _ Detec}able Warn,'",:8.0 ® �< R4 R 10" C 4 C9 s 7. ' Bldg# /653 < B[dg# ���� 4"Sidewalk Repairs: sq.ft. New 4"Sidewalk sq.fL ve 6"Sidewalk Repairs: $8 - Z sq. ft. f` o T Sidewalk 8 7• rg sq. ft. Patches: Yes ❑ No 9 #of squares with patches: Detectable Warning: Yes fR No ❑ /4,.0 sq.ft. Curb & Gutter replacement: Yes :. No ❑ Depth: 10 in. Length: I y' 0 If Water Valve adjustment: Yes ❑ No 1<1 Park Department review required: Yes ❑ No K Clean walk required: Yes ❑ No 11 Inspected by: f2.5 Date: 24 iZ Repairs made: Inspected by: Sheet# )47 PUBLIC OWNED SIDEWALK REPAIR FORM _ VACANT Bldg# 1"o co 0 R4R "P e =8. xs.loa47.3 c Dete.c.}q le, w rniwJ o F-0 R4R 8 "' C4G =17.o Bldg# Lark Lane '04 R y"Pcc R!R (•• Pec.-1A%4.12 y8.5 _ Rrit 8/�"C4C. 15.0 ' De}ec•Fabte wo-eamgo8.0 TO 25y Ci.v058le Bldg# 17�8 Bldg 4" Sidewalk Repairs: .32•y sq. ft. New 4" Sidewalk: sq. ft. 6" Sidewalk Repairs: 97-8 gentove sq. ft. Now 6" Sidewalk: 2 sq. ft. Patches: Yes ❑ No 19 #of squares with patches: Detectable Warning: Yes 1!� No ❑ sq. ft. Curb & Gutter replacement: Yes J No ❑ Depth: $ Z in. Length: 'qy•® If Water Valve adjustment: Yes ❑ No El Park Department review required: Yes ❑ No f j Clean walk required: Yes ❑ No Q Inspected by: P=5 Date: 7—ot Z Repairs made: Inspected by: Sheetu PUBLIC OWNED SIDEWALK REPAIR roRM 94R 6" PCe: 7.3•c4.s=35.0 - R¢R 44 PCC a13,40x4.0;:St.0 RJR G" PCC :.7.5x Y.a 3G.0 DeFec+able Wwrnin4v dle.0 R 4 R -7 t-Cs Bldg� 132 yy Bldg /3.27 R4R Ga"Pce=7.3x51.6r 33.6 R 4 R 4"PCC=12.04 4.0 T yp.o it 4 R r."Pee =7.7x y.5=3 4.7 gr. -- De}ee.table Worn:n zj(m,® �DGEwooD DR. R4R Cc"Pee.= 7.3x4.3 =31.4 R4R 4" PCC =f4.yxy.p 9 57.6 R 4 R 6"PcC:7.3x4.5:32.4 l�<r@to" PCC=7.t®xy.5a3 RgR U"PCc=Lo.`tx4.0181.6 R 4 ro"PCC�7.Sx y.5=13.g De}eei-able Warn;nT16.o R4R ftP, 7%" CfG�/y.t} De#ee$sb4e Warn:nq� !(,•O 44 w i Bldg 2 Bldg# 13y5 — 4'Sidewalk Repairs: Z39.Z sq.ft_ New 4"Sidewalk sq.ft. 6"Sidewalk Repairs_ 071. E, sq-ft New 6"Sidewalk Patches_ Yes ❑ No® : of squares with patches: Detectable 'Warning-- Yes:R No Q to`/ . sq:fc Curb&Gutter replacement: Yes .H- No ❑ Depth_ 7 'Z in_ Length_ Water Valve adjustment -Yes .❑ No Park Department review required: Yes ❑ No Clean walk required: Yes ❑ No Inspected by: f23 Date: ,2®d2 Repairs made: Inspected by: Sheet# ` 9 PUBLIC OWNED SIDEWALK REPAIR FORM - — - ---- --- - - O.RSEMWILL ROAD s SAGER, AVE . JQem,,ve, G" Pcc 8.5x4.5=38.3 R$ R Go'Cisex R4K 4o"Pcc=75xy..S=33.8 R4R 4"Pct= RtR 41wPcc:Z1.8K4.0_87.2 m A*A 4"PCC=H-5- i.o=�tlo.o Rt R 6" ctG a T.o' i De;aec+able WofnpaJ:g.O ®Q+ee-+*.,le waro0A s.® d Bldg# 3Ry3 Bldg# IODq 4"Sidewalk Repairs: 133. Z sq.ft. New 4"Sidewalk _ sq.ft_ Repairs: 70.77 s Remove 6"Sidewalk Re P q Now 6"Sidewalk .38.3 sq. ft. Patches: Yes ❑ No I9 #of squares with patches: — Detectable Warning: Yes ® No ❑ sq_ ft. Curb & Gutter replacement Yes R. No ❑ Depth: , in. 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