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8.1 Motion to accept bid for 2019 Northwest Highway Water Main Lining Project
8/22/2019 BoardDocs®Pro v „tllr, T-77 Agenda Item Details Meeting Aug 20, 2019 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD - 7:00 p.m. Category 8. VILLAGE MANAGER'S REPORT Subject 8.1 Motion to accept bid for 2019 Northwest Highway Water Main Lining Project in an amount not to exceed $1,845,112. Access Public Type Action Preferred Date Aug 20, 2019 Absolute Date Aug 20, 2019 Fiscal Impact Yes Dollar Amount 1,845,112.00 Budgeted Yes Budget Source Water and Sewer Enterprise Fund Recommended Action Accept the lowest responsible bid submitted by Sheridan Plumbing Inc of Bedford Park, Illinois to construct the 2019 Northwest Highway Water Main Lining Project (Northwest Highway from Maple Street to Fairview Avenue.) for an amount not to exceed $1,845,112. Public Content Information In the current budget, funds are allocated to replace aged and deteriorating Village-owned water main. This work is pursuant to the findings discussed in the 2017 Water Rate Study, and the Village has been diligently working toward implementing recommendations within the study. This year's proposed project is scaled to continue a multi-year process of reducing the life expectancy of water mains from over 600 years to approximately 130 years. The improvement will increase the reliability and sustainability of the water distribution system. This proposed project included replacing the existing 12" cast iron water main that runs down Northwest Highway from Maple Street to Fairview Avenue with a 16" Ductile iron water main. A map of the area is depicted in attachment A. The recommendation for this upgrade is derived from a 2008 hydraulic analysis study of the water system. Completing this improvement will improve conveyance of water to and from the existing elevated tank (near Northwest Highway and Maple Street) thereby improving operation of the entire water system. In addition, the work would improve water pressure, volume, and fire flow in the downtown area. The Village's engineering consultant, Robinson Engineering, prepared four (4) cost estimates for the proposed project, which vary in scope of work as outlined below. A spreadsheet summarizing these estimates is attached: 1. The first estimate (Estimate #1) was to replace the water main within the IDOT right-of-way on Northwest Highway. However, due to additional engineering required by IDOT, the water main is to be encased in a steel sleeve, located at a 10' minimum depth, require significant traffic control, flowable fill https://go.boarddocs.com/il/vomp/Board.nsf/Private?open&login# 1/3 8/22/2019 BoardDocs®Pro for the abandoned 12" pipe, and thicker pavement. The engineer's estimate to complete this work was $3,493,464.00. 2. The second estimate (Estimate #2) included using both the IDOT right-of-way and Union Pacific Railroad right-of-way. The Union Pacific's permit requirements have a minimum of a 6-month plan review period which will have a significant impact on IDOT's plan to finish Northwest Highway's resurfacing project by June of 2020. The requirements also call for 1/3 of the new water main to be encased in a steel sleeve, significant traffic control, a Union Pacific easement flagger, and thicker pavement replacement. The engineers estimate for this work is $2,863,828.00. 3. The third scenario (Estimate #3) evaluated the feasibility of acquiring conveyance improvements by over sizing existing mains on Village-owned streets instead of IDOT right-of-way. Analysis indicates that similar hydraulic improvements are attainable utilizing local roads. This work would add 1,300 linear feet of 16" ductile iron water main giving us an engineer's estimate of $1,890,723.00. 4. The final estimate (Estimate #4) is to rehabilitate the existing 12" water main utilizing cured-in-place pipe (CIDP) lining for water mains technology. The estimate to complete this works was $1,565,200.00. The existing 12" water main on Northwest Highway is at least 70 years old and located entirely within an IDOT right- of-way. Staff is recommending moving forward with rehabilitating this water main using (CIPP) methods due to its age, location, and failure rate. Staff then intends to pursue hydraulic improvements by oversizing water main replacements on Village streets as part of future water main replacement projects. The CIPP project will install 3,700LF of 12-inch water main lining. Ancillary work will include the removal and replacement of 12-inch main line valves; installation of access pits; fire hydrant removal and replacement; and temporary by-pass piping for service connections. Once the new main has been lined, it will be pressure tested and disinfected in accordance to AWWA standards. The contractor shall then connect new water services by open cutting the road and auguring to the existing b-box. The lining process is completed by first cleaning and televising the existing water main. All barnacles attached to the interior of the pipe, will be removed. When lining the pipe, the contractor will insert a flexible lining tube consisting of two concentric, tubular felt or woven polyester jackets with a watertight polymeric membrane bonded to the interior that has been saturated with a thermosetting resin. The liner will be inserted into the water main either by direct inversion (ASTM F1216) using a head of water or by pulling the tube into place by winching and inflating it by inversion of a calibration hose (ASTM F1743). The thermosetting resin shall then be cured by circulating hot water or steam through the tube to cure the resin into a hard impermeable pipe. This process is similar to the CIPP process the Village has utilized to repair sewer mains since the 1980's. This proposed project will be the Village's first water main lining project. Water main rehabilitation utilizing CIPP is an infrastructure renewal methodology approved by the Illinois Environmental Protection Agency (IEPA). It has been successfully utilized in several public water systems throughout northeast Illinois including the Villages of Arlington Heights, Glenview, and Buffalo Grove. Bid Results The Village's engineering consultant for this project, Robinson Engineering, prepared detailed Plans, Specifications and bidding documents necessary to facilitate contractual performance of this work. A copy of the bid documents and project plans are attached. The bid documents were sent to five (5) area firms who have experience in water main lining projects. The work was publicly advertised as required. On August 6, 2019, a non-mandatory pre-bid meeting was held at public works to give contractors an opportunity to ask questions. Five (5) prime contractors attended the pre-bid meeting. On August 12, 2019, the bids were publicly opened and read aloud as required by Village Code. The following three (3) firm's submitted bids: Contractor Base Bid Sheridan Plumbing Inc. $1,677,375.00 Fer-Pal Construction USA LLC $1,999,840.00 Lanzo Trenchless Technologies $2,203,125.00 Engineer's Estimate: $1,565,200.00. https://go.boarddocs.com/il/vomp/Board.nsf/Private?open&login# 2/3 8/22/2019 BoardDocs®Pro All bids were reviewed to ensure that the documents had all appropriate signatures, and bid security. All bids were submitted with requisite documents, security, and signatures. Based on the review of the bids, reference checks and past projects, the lowest responsible bidder is Sheridan Plumbing Inc. of Bedford Park, IL. (Sheridan). In addition, reference checks indicated that Sheridan has satisfactorily completed similar work in other communities. It is the opinion of staff that Sheridan is qualified to successfully prosecute this proposed project. Since the project includes underground work, there is a possibility of unforeseen repairs. Staff is requesting a 10% contingency ($167,737.00) to address any of these unforeseen issues should they arise. A 10% contingency would bring the project award total to $1,845,112.00 (the $1,677,375.00 base bid plus the 10% contingency of $167,737.00). Alternatives 1. Accept lowest cost, responsive bid for 2019 Northwest Highway Water Main Lining Project. 2. Action at discretion of Village Board. Staff Recommendation Staff recommends that the Village Board accept the lowest responsible bid submitted by Sheridan Plumbing Inc of Bedford Park, Illinois to construct the 2019 Northwest Highway Water Main Lining Project (Northwest Highway from Maple Street to Fairview Avenue) for an amount not to exceed $1,845,112.00. Engineers Opinion of Probable Construction Cost.pdf (294 KB) BID-NORTHWEST—HIGH WAY-FI NAL-7-29-2019.pdf (2,112 KB) Location Map.pdf (118 KB) 19-R0365 NORTHWEST LINING CONTRACT SET 7-29-19.pdf (12,739 KB) 08072019AddendumiMountProspectLining.pdf (288 KB) ®Bid Tab_19-R0365.pdf (60 KB) Sheridans submittal.pdf (3,749 KB) Administrative Content Executive Content Motion &Voting Accept the lowest responsible bid submitted by Sheridan Plumbing Inc of Bedford Park, Illinois to construct the 2019 Northwest Highway Water Main Lining Project (Northwest Highway from Maple Street to Fairview Avenue.) for an amount not to exceed $1,845,112. Motion by Michael Zadel, second by Paul Hoefert. Final Resolution: Motion Carries Yea: William Grossi, Eleni Hatzis, Paul Hoefert, Richard Rogers, Colleen Saccotelli, Michael Zadel https://go.boarddocs.com/il/vomp/Board.nsf/Private?open&login# 3/3 Mount Prospect-16-inch Water Main IDOT ROW ONLY/IDOT AND UPRR ROW/Maple-Thayer Route updated 5/23/2019 IDOT ROW ONLY IDOT/UPRR ROW Maple/Thayer Route Items Unit Total Est. Estimated Estimated Total Est. Estimated Estimated Total Est. Estimated Estimated Quantities Unit Price Cost Quantities Unit Price Cost Quantities Unit Price Cost TRENCH BACKFILL CU YD 6,810 $ 50 $ 340,500 7,030 $ 50 $ 351,500 4,500 $ 50 $ 225,000 TOPSOIL,SEED AND MULCH SQ YD - $ 22 $ - 5,600 $ 22 $ 123,200 125 $ 10 $ 1,250 SODDING,SALT TOLERANT SQ YD $ 12 $ - $ 12 $ - 200 $ 12 $ 2,400 CLASS D PATCHES SQ YD 2,580 $ 75 $ 193,500 1,470 $ 75 $ 110,250 6,800 $ 60 $ 408,000 PCC SIDEWALK REMOVAL AND REPLACEMENT SQ FT 200 $ 15 $ 3,000 200 $ 15 $ 3,000 200 $ 15 $ 3,000 CURB REMOVAL AND REPLACEMENT FOOT 500 $ 35 $ 17,500 500 $ 35 $ 17,500 500 $ 35 $ 17,500 WATER MAIN 16" FOOT 3,980 $ 120 $ 477,600 4,450 $ 100 $ 445,000 5,900 $ 80 $ 472,000 STEEL CASING,30" FOOT 3,900 $ 440 $ 1,716,000 1,500 $ 440 $ 660,000 250 $ 400 $ 100,000 16"VALVE IN VALVE VAULT,TYPE A,5'DIAMETER,TYPE 1 FRAME, EACH 15 $ 12,000 $ 180,000 10 $ 12,000 $ 120,000 2 $ 8,000 $ 16,000 CLOSED LID EXPLORATORY EXCAVATION FOOT 200 $ 100 $ 20,000 200 $ 100 $ 20,000 200 $ 100 $ 20,000 TAPPING SLEEVE&VALVE IN VALVE VAULT,TYPE A,5'DIAMETER, EACH 9 $ 9,500 $ 85,500 9 $ 9,500 $ 85,500 10 $ 12,000 $ 120,000 TYPE 1 FRAME,CLOSED LID CONNECTION TO EXISTING WATERMAIN EACH 14 $ 5,000 $ 70,000 14 $ 5,000 $ 70,000 8 $ 5,000 $ 40,000 WATER SERVICES-SHORT EACH 13 $ 1,500 $ 19,500 $ 1,500 $ - 43 $ 1,500 $ 64,500 WATER SERVICES-LONG AUGURED EACH 1 $ 4,000 $ 4,000 14 $ 4,000 $ 56,000 48 $ 4,000 $ 192,000 LINE STOPS EACH 8 $ 5,000 $ 40,000 8 $ 4,000 $ 32,000 $ 5,000 $ - FIRE HYDRANTS EACH 7 $ 6,000 $ 42,000 7 $ 6,000 $ 42,000 18 $ 6,000 $ 108,000 BRICK PAVER-REMOVE AND REPLACE SQ FT 3,200 $ 20 $ 64,000 10,000 $ 20 $ 200,000 $ - SEWER-REMOVE AND REPLACE FOOT 120 $ 100 $ 12,000 120 $ 100 $ 12,000 640 $ 100 $ 64,000 FILL 12-INCH WATER MAIN WITH FLOWABLE FILL FOOT 3,700 $ 20 $ 74,000 3,700 $ 20 $ 74,000 $ - TRAFFIC CONTROL LUMP SUM 1 $ 134,364 $ 134,364 1 $ 96,878 $ 96,878 1 $ 37,073 $ 37,073 CONTINGENCIES(20%) LUMP SUM 1 $ - 1 $ - 1 $ - UP RAILROAD EASEMENT AND FLAGGER LUMP SUM 1 $ 345,000 $ 345,000 $ - 3,493,464 $877.75 $ 2,863,828 $643.56 $1,890,723.00 $320.46 per foot LINING,12" $1,565,200.00 $423.03 per foot =Estfimate # 1 $3,455 .00 Mount Prospect Bid Request For NORTHWEST HIGHWAY WATER MAIN LINING - MAINTENANCE BID OPENING: August 12, 2019 — 1 :00 P.M. Local Time Mount Prospect Public Works Department 1700 W. Central Road, Mount Prospect, Illinois 60056-2229 1 Northwest Highway Water Main Lining- Maintenance NOTICE TO BIDDERS Bid for Northwest Highway Water Main Lining - Maintenance Sealed bids will be received until 1:00 p.m. on August 12, 2019 in the office of the Village Manager, 3rd Floor, 50 S. Emerson Street, Mount Prospect, Illinois 60056, In a separate, sealed envelope please submit bid clearly marked "Sealed Bid for Northwest Highway Water Main Lining - Maintenance". The project shall consist of the installation of a 12- inch water main lining in Northwest Highway within the Village of Mt. Prospect. The scope of work for this project will include, but not be limited to, the following: 1. This project shall consist of the construction of 12-inch water lining; removal and replacement of 12-inch valves with 12-inch butterfly valves; installation of access pit; installation of class 56 Ductile Iron Pipe and pipe closures; fire hydrant removal and replacement temporary by pass piping; and temporary service connections re- instatement of water services and all restoration work. 2. After the new main is lined, pressure tested and satisfactorily disinfected, the Contractor shall connect new water services via open-cut and auger from the new main to the existing customers. Water service cannot be shut down to the customers being fed from the existing main except during connection of the new water service lines. 3. The designated existing water valves shall be removed. This shall include the installation of line stops on the existing line and the isolation of lines by the Village closing valves to allow for the appropriate removal and installation of new valves. 4. All construction activity, with the exception of the water service connections, must be within the roadway right of way shown on the plans. 5. All disturbed landscape area areas shall be fully restored with imported pulverized topsoil, seed and erosion control blanket. The Contractor shall be extra careful not to damage existing landscaping items such as landscape stones, landscape retaining walls, mulch, rocks, planters, etc. Removal and reinstallation of these items shall be considered incidental to the contract. 6. All pavement disturbed by construction shall be patched per the detail on the plans. 7. Contractor shall be responsible for removal and disposal of all excess soil materials. The Owner (or Engineer) shall be responsible for all testing associated with disposal at a Clean Construction and Demolition Debris (CCDD) fill site. For the purposes of preparing the bid, the contractor is to assume that the soils are within the limits established in the IEPA MAC table and are suitable for disposal at a CCDD site. 8. Contractor shall be responsible for installing and maintaining all erosion control measures throughout the duration of the project. 9. It is the intention of the Contract that there is the least amount of disturbance to the landscaping as possible. When the Contractor accesses the property, it is expected that the trees and landscaping (including grass) will be appropriately protected against damage. The means and method of the protection will be up to the Contractor but cannot be the cause of damage to the landscaping (i.e. the protection measures may need to be removed at the end of each day in order to protect the integrity of the landscaping). 2 Northwest Highway Water Main Lining- Maintenance 10. The quantities called for in this contract indicate the estimated amount of work to be expected. The actual amounts for the various items may vary depending upon actual field conditions. The Village reserves the right to reduce or increase the scope of project quantities and to delete entire line items. It shall be understood and agreed upon that the unit prices for these items shall prevail throughout the period of the contract and that no additional compensation per unit price or otherwise will be allowed for any increase or decrease in the quantities including, but not limited to, decreases due to the deletion of an entire location/section of the improvement. No increase in unit price will be allowed if method of construction changes due to decreased quantity. 11. Contractor is prohibited for blocking ingress and egress to Mount Prospect Fire Department Station located at 112 E. Northwest Highway, Mount Prospect IL The Work shall be constructed in accordance with the Northwest Highway Water Main Lining — Maintenance Contract Documents. Plans and specifications may be obtained on the Village's website at www.mountprospect.org/bids All work under this Bid and the resulting contract shall comply with the Illinois Prevailing Wage Act, 820 ILCS 130/0.01 et seq. and the other applicable laws and ordinances. A Pre-Bid meeting will be held August 6, 2019 at 10:OOam at Mount Prospect Public Works Department, 1700 W. Central Road, Mount Prospect, IL. Offers may not be withdrawn for a period of ninety (90) days after the bid date without the consent of the Board of Trustees. Any Bid submitted unsealed, unsigned, sent via email or fax or received subsequent to the aforementioned date and time, will be disqualified and returned to the bidder. The Village reserves the right in its sole discretion, to reject any and all bids or parts thereof, to waive any irregularities technicalities and informalities in bid procedures and to award the contract in a manner best serving the interests of the Village. Village Manager Michael Cassady 3 Northwest Highway Water Main Lining- Maintenance Northwest Highway Water Main Lining - Maintenance Table of Contents Section Page Notice to Bidders 2 Table of Contents 4 Instructions to Bidders 5 General Conditions 11 Special Provisions 33 CCDD Information 73 Bid Form 74 Affidavit— Bid Certification Form 77 Bid Security 78 Contract 79 Labor and Material Payment Bond 86 Performance Bond 89 Bid Sheet(s) 91 Appendix B — Division I — General Requirements and Covenants Appendix C — Division II Technical Specifications — Excavation and Cleanup Appendix D — Division II Technical Specifications —Water Distribution Appendix E — Standard Drawings 4 Northwest Highway Water Main Lining- Maintenance INSTRUCTIONS TO BIDDERS 1) Bid. Bid forms are furnished by the Village. All bids must be submitted on the forms provided, complete and intact, properly signed in ink in the proper spaces, and submitted in a sealed envelope. All bids shall be delivered to the office of the Village Manager, Village Hall, 3rd Floor, 50 S. Emerson Street, Mount Prospect, Illinois 60056, not later than 1:00 p.m. on August 12, 2019. Envelopes shall be plainly marked, "Sealed Bid for Northwest Highway Water Main Lining - Maintenance" and with the following information: company's name, address, date and time of opening. Bids must be signed by an authorized official of the organization submitting the bid with the name of the official and his/her title typed below the signature. 2) Bid Deposit; Surety. A bid deposit in the amount of ten percent (10%) of the total bid amount, payable to the Village, is required, unless otherwise stated in the bid package. The deposit must be in the form of a bid bond, certified check, or a bank cashier's check. All bid performance deposit checks will be retained by the Village until the bid award is made, at which time the checks will be promptly returned to the unsuccessful bidders. The bid performance deposit check of the successful bidder will be retained until surety bonding requirements have been satisfied and proof of insurance coverage is provided. 3) Alternate Multiple Bids/Specifications The Specifications describe the services that the Village feels is necessary to meet the performance requirements of the Village. It is not the desire or the intent to eliminate or exclude any bidder from bidding because of minor deviations, alternates or changes. Bidders desiring to bid on services which deviate from these Specifications, but which they believe are equivalent, are requested to submit alternate bids. However, alternate bids must be clearly indicated as such, and deviations from the applicable Specifications should be plainly noted. The bid must be accompanied by complete Specifications for the services offered. Bidders wishing to submit a secondary bid must submit it as an alternate bid. There is to be only one bid per envelope. The Village shall be the sole and final judge unequivocally as to whether any substitute is of equivalent or better quality. This decision is final and will not be subject to recourse by any person, firm or corporation. If the bidder wishes to qualify its bid or make special stipulations thereto, such qualifications or stipulations shall be stated on standard letterhead size sheets of paper, all attached to the bid form. 4) Erasures. All erasures or revisions of the bid must be initialed by the person signing the bid. 5) Receiving Of Bids. Bids received prior to the time of opening will be securely kept, unopened. The Village Clerk or his/her designee, whose duty it is to open the bids, will decide when the specified time has arrived, and no bid received thereafter will be 5 Northwest Highway Water Main Lining- Maintenance considered. No responsibility will be attached to the Village or its representatives for the premature or non-opening of a bid not properly addressed and identified, except as otherwise provided by law. 6) Late Bids. Bids arriving after the specified time, whether sent by mail, courier, or in person, will not be accepted. These bids will either be refused or returned unopened. It is the bidder's responsibility for timely delivery regardless of the method used. Mailed bids which are delivered after the specified hour will not be accepted regardless of post marked time on the envelope. 7) Bids By Email And Fax. Email and Facsimile machine transmitted bids will not be accepted. 8) Error In Bids. When an error is made in extending total prices, the unit bid price will govern. Otherwise, the bidder is not relieved from errors in bid preparation. 9) Withdrawal Of Bids. A written request for the withdrawal of a bid or any part thereof may be granted if the request is received by the Director of the requesting Department prior to the specified time of opening. After the opening, the bidder cannot withdraw or cancel his bid for a period of ninety (90) calendar days, or such longer time as stated in the bid documents. 10)Bidders Qualifications. All bidders must submit the following information on or before the time at which the bid is required to be submitted: a. The location of the bidder's permanent place of business. b. Evidence of ability to provide an efficient and adequate plan for executing the work. c. A list of similar projects carried out by the bidder. d. A list of projects the bidder presently has under contract. e. Any additional evidence tending to show that the bidder is adequately prepared to fulfill the contract. 11)References; Background Check. Bidders shall include with its bid, on a separate sheet attached to the bid, the names of three (3) references regarding its financial qualifications and three (3) references regarding its qualifications by experience, ability, personnel and equipment to undertake work of the nature and extent contemplated by the bid and Specifications. References must include company name, address, contact person, and telephone number. The Village reserves the right to reject bids not accompanied by the required references. All Bidders, as a condition of and prior to entry into a contract, agree that a complete background investigation of the principals of the Bidder and all employees who will work on the project may be made. Bidders agree to cooperate with the appropriate Village personnel to supply all information necessary to complete these investigations. The Village in its complete discretion may disqualify any Bidder, including a low Bidder, and may void any contract previously entered into based upon its background investigation. 6 Northwest Highway Water Main Lining- Maintenance 12)Consideration Of Bid And Contract. No bid will be accepted from or contract awarded to any person, firm or corporation that is in arrears or is in default to the Village upon any debt or contract, or that is a defaulter, as surety or otherwise, upon any obligation to the Village or had failed to perform faithfully any previous contract with the Village within two (2) years prior to the date of the invitation to bid. 13) Conditions. Bidders are responsible to become familiar with all conditions, instructions and Specifications governing this bid. The bidder is responsible to visit a site if necessary and its bid is based upon the knowledge of all information readily available at the site of such a visit. Once the bids have been opened, the failure to have read and understood all conditions, Specifications and instructions shall not be cause to alter the original bid or to request additional compensation. No extra compensation will be allowed the successful bidder for failure to inform or familiarize itself prior to bidding. 14) Interpretation Of Bid Documents. Any bidder in doubt as to the true meaning of any part of the Specifications or other bid documents may submit a written request for interpretation to the Village, as provided in the Specifications. Bidders will acknowledge receipt of any addendum issued by so noting on the bid sheet. Oral explanations are not binding. 15) Prices. Unit prices shall be shown for each unit on which there is a bid, and shall include all packing, crating, freight, and shipping charges, and cost of unloading at the destination unless otherwise stated in the bid. Unit prices shall not include any local, state or federal taxes. The Village is exempt, by law, from paying state and village retailer's occupation tax, service occupation tax, and federal excise tax. The Village will supply the successful bidder with its tax exemption number. Cash discounts will not be considered in determining overall price, but may be used in an overall evaluation. 16)Qualifications of Contractors. Factors: It is the intention of the Village to award the Contract only to a bidder who furnishes satisfactory evidence that it has the requisite experience, ability, capital facilities, plant organization and staffing to enable it to perform the work successfully and promptly, and to complete the work within the time set forth in the Bid Documents. The Village shall consider the following factors: a. The lowest responsible bid. b. The ability, capacity, and skill of the bidder to perform the contract to provide the service required. c. Whether the bidder can perform the contract or provide the service promptly, or within the time specified, without delay or interference. d. The character, integrity, reputation, judgment, experience, and efficiency of the bidder. e. The quality of performance of previous contracts of services. 7 Northwest Highway Water Main Lining- Maintenance f. The previous and existing compliance by the bidder with laws and ordinance relating to the contract or service. g. The sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service. h. The quality, availability, and adaptability of the supplies or contractual service to the particular use required. i. The ability of the bidder to provide future maintenance and service for the use of the subject of the contract. j. The number and scope of conditions attached to the bid. k. Whether the bidder has a place of business in the Village. I. Responsiveness to the exact requirements of the invitation to bid. m. Ability to work cooperatively with the Village and its administration. n. Past records of the bidder's transactions with the Village or with other entities as evidence of the bidder's responsibility, character, integrity, reputation, judgment, experience, efficiency and cooperativeness. o. Any other factor that the Village may legally consider in determining the bid that is in the best interests of the Village. 17)Award Or Rejection. The Village, at its sole discretion, reserves the right to reject any and all bids or parts thereof, to waive any irregularities, technicalities and informalities, and to award a bid in the best interests of the Village. Any bid submitted will be binding for ninety (90) calendar days after the date of the bid opening. Bidders shall make all investigations necessary to thoroughly inform themselves regarding the equipment or supplies to be furnished in accordance with the bid. No plea of ignorance by the bidder of conditions that exist or that may hereafter exist as a result of failure or omission on the part of the bidder to make the necessary examinations and investigations will be accepted as a basis for varying the requirements of the Village or the compensation to the bidder. Any bidder's exceptions to the terms or conditions, or deviations from the written Specifications must be shown in writing and attached to the bid form. No verbal exceptions or agreements with employees of the Village will be considered valid. Such exceptions or deviations can be cause for rejection of the bid proposal. Any exceptions not taken by the bidder shall be assumed by the Village to be included. A contract will be awarded to the lowest responsible bidder complying with the conditions of the bid documents only when it is in the best interest of the Village to accept the bid. The Village shall be the sole judge of compliance with the Specifications. 18)Other Requirements. a. New Equipment. The bidder certifies that any equipment to be furnished shall be new, current model, standard production and fully operable, unless otherwise indicated on the bid form. 8 Northwest Highway Water Main Lining- Maintenance b. Material, Equipment and Service Standards. Unless otherwise directed by the Specifications, all materials, equipment and services provided will meet standards or requirements which would normally be anticipated in common practice. The bidder guarantees that all applicable federal, state and local laws, including OSHA, are being complied with in connection with the bid and any resultant contract or purchase by the Village. c. Data; Proprietary. Complete and detailed brochures and specifications for vehicles equipment, materials, goods, supplies and/or services to be furnished must be included with each bid. Any reservations on the use of data contained in a bid must be clearly stated in the proposal itself. Unless stated otherwise, information submitted in response to the bid is not proprietary or confidential. d. Patented Devices, Materials, And Processes. Contract prices are to include all royalties and costs arising in the Work. It is the intent that whenever the Bidder is required or desires to use any design, device, material, or process covered by patent or copyright, the right of such use shall be provided for by suitable legal agreement with the patent owner. 19)Reguirement Of Bidder. The successful bidder shall, within ten (10) days after notification of the award of the contract: a) enter into a contract in writing with the Village covering all matters and things related to its bid; and b) furnish the required certificate of insurance and bonds. 20)Bid Certification Form. All bid submittals must include a signed Bid Certification Form (copy attached) certifying non-collusion in the bid, and that the bidder is in compliance with Sections 33E-3 and 33E-4 of the Illinois Criminal Code regarding bid rotating and bid-rigging, 720 ILCS 5/33E-3, 33E-4, compliance with the Illinois Drug Free Workplace Act, 30 ILCS 580/1, et seq., and Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., that it is not delinquent in the payment of taxes (65 ILCS 5/11-42.1) and that it has a written sexual harassment policy in place in full compliance with Section 2-105 of the Human Rights Act, 775 ILCS 5/2-105, as amended, Sections 33E-3 and 33E-4 states that it is unlawful to participate in bid-rigging and/or bid rotating. Therefore, all bidders must certify, under oath, that they are not barred from bidding on the contract as a result of a violation of Sections 33E-3 and/or 33E-4, prohibiting bid-rigging and bid rotation. Therefore, the Bid Certification Form must be notarized. 21)lnterpretation Of Bid Documents. Any bidder in doubt as to the true meaning of any part of the Specifications or other bid documents shall submit a written request for interpretation to David Barnas at dbarnas@reltd.com, no later than five (5) calendar days prior to the date set for the opening of the bid. Any questions received after that time may be answered at the discretion of the Village. In the event that the Village finds a question to be adequately addressed in the existing bidding documents, the question may be answered in writing by directing the 9 Northwest Highway Water Main Lining- Maintenance requesting bidder to the applicable provision(s) in the existing bid documents. No further clarifications or interpretations will be issued. Bidders will acknowledge receipt of any addendum issued by so noting on the bid sheet. Oral explanations are not binding. Questions about this Request for Bids should be directed to: Casey Botterman Water and Sewer Superintendent Mount Prospect Public Works Department 1700 West Central Road Mount Prospect, IL 60056 Phone: (847) 870-5640 Email: CBotterman@mountprospect.org 10 Northwest Highway Water Main Lining- Maintenance GENERAL CONDITIONS 1) Definition of Terms. In these specifications and the accompanying documents, the several terms hereinafter defined shall be understood to mean as follows: The term "Award" shall mean the decision of the Village of Mount Prospect to accept the bid of the lowest responsible bidder for the work, subject to the execution and approval of a satisfactory contract therefore, and bond to secure the performance thereof, and to such other conditions as may be specified or otherwise required by law. The term "Bid" shall mean a formal written offer of a bidder to perform the proposed work in accordance with these specifications. The term "Bidder" shall mean any individual, firm, or corporation submitting a bid for the work contemplated. The phrase "Bid Documents" shall mean the Notice to Bidders, Table of Contents, Instructions to Bidders, General Conditions and Special Provisions, Specifications, Bid Form, Affidavit — Bid Certification Form, Bid Security, Bid Sheet, Other Materials or standards provided or noted by the Village, Contract, Performance Bond form, and Labor and Materials Payment Bond form. The term "Board" shall mean the Board of Trustees of the Village of Mount Prospect, Illinois. The term "CCDD" shall mean Clean Construction or Demolition Debris. The term, "Contract," shall mean the written agreement between the Village and the contractor, or between the owner and the contractor. The phrase "Contract Documents" shall mean the Bid Documents, bidder's submitted Bid Form, Bid Security, Bid Sheet, Contract and required bonds or letter of credit. The term "Contractor," as successful bidder, shall mean the individual, firm or corporation who shall have entered into an agreement or contract to furnish all necessary labor, equipment, tools and materials for the performance of the work under its bid and the Bid Documents. The phrase "Director of Public Works" shall mean the Director of Public Works representing the Village of Mount Prospect. The term "EPR" shall mean the Village's Engineering Project Representative. The phrase "Final Performance Date" shall mean the date that Substantial Performance and the punch list items must be completed. 11 Northwest Highway Water Main Lining- Maintenance The term "Inspector" shall mean the authorized representative of the Director of Public Works assigned to make detailed inspection of any or all portions of the work or materials therefore. The phrase "Notice of Award" shall mean the written notice of award of the contract given by the Village to the successful bidder. The phrase "Notice to Bidders" shall mean the official notice included in the bid inviting bids for the proposed improvements. The phrase "Notice to Proceed" shall mean the official notice to the contractor that will start the performance period/ The phrase "Performance Period" shall mean the time allotted for contractor to perform the contract from start to Substantial Performance. The term "Owner" shall mean the Village of Mount Prospect. The phrases "Payment and Performance Bond" and "Letter of Credit" shall mean the approved form of security furnished by the contractor and its financial institution as a guarantee that it will execute the work and pay all material providers and subcontractors. The terms "Plans" or Contract Drawings" shall mean all official drawings or reproductions of drawings pertaining to the work provided in the contract. The phrase "Project Schedule" shall mean the critical path schedule submitted by Contractor to the Village, which includes targeted dates of completion through the Substantial Completion Date. The term "Punch list" shall mean a list of items to be completed after Substantial Performance. The phrase "Special Provisions" shall mean any special directions and requirements prepared to cover the method or manner of performing work on a particular project, or cover the quantities or quality of the materials to be furnished under the contract which are not covered herein. The special provisions included in the contract shall govern the work and take precedence over the general provisions and STANDARD SPECIFICATIONS noted above wherever they conflict therewith, but they shall not operate to annul those portions of the general provisions with which they are not in conflict. The term "Specifications" shall mean the general and special provisions, instructions and requirements contained herein, together with written agreements and all other executed documents which describe the method of performing the work, the quantities, or the quality of material to be furnished under the contract. Additionally, the term specifications will refer to standard practices as outlined in the Illinois Department of Transportation's "STANDARD SPECIFICATIONS FOR ROAD AND 12 Northwest Highway Water Main Lining- Maintenance BRIDGE CONSTRUCTION (R&BC), latest revision and the "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS" prepared by the ISPE, CECT, et al, latest revision. The term "Subcontractor" shall mean any individual, firm or corporation other than the contractor supplying labor, equipment, tools and materials for use in the work of the contract. The phrase "Substantial Performance" shall mean the date that the entire Project can be used for the purposes for which it was intended, i.e., only punch list items remain. The phrase "Substantial Performance Date" shall mean the date that substantial performance must be completed. The term "Village" shall mean the Village of Mount Prospect, Illinois. The terms "Village Manager" or "Manager" shall mean the Village Manager of the Village of Mount Prospect, Illinois or his duly appointed representative. The terms "Work" and "Project" are used interchangeably and shall mean the improvement advertised for letting, described in the bid form, indicated on the plans, and covered in the specifications and contract, and authorized alterations, extensions and deductions, including labor, tools, equipment, materials and incidentals necessary for the satisfactory completion of the project. The term, "1/2 stick" shall mean one-half the standard length of pipe, typically this is seven (7) feet. 2) Award of contract; Performance; Payment. a. Award of Contract. The Village will issue a Notice of Award to the successful bidder, advising that it has been awarded the contract. Within ten (10) days of delivery of the Notice of Award, by personal service or registered or certified U.S. mail, posted prepaid and receipt requested, Contractor shall execute the Contract, attached to the Bid Documents, and furnish the Village with the required bonds and certificate of insurance. b. Notice to Proceed. Upon the Village's receipt of the executed Contract, required bonds and certificate of insurance, the Village will issue and send to Contractor a Notice to Proceed, which will start the performance period. c. Substantial Performance; Final Completion. i. The Contract shall be substantially performed within seventy (70) days after the Notice to Proceed is effective (the Substantial Performance Date"). Substantial Performance is when the entire Project can be used for the purposes for which it was intended, i.e., only punch list items remain. 13 Northwest Highway Water Main Lining- Maintenance ii. Final completion shall be within thirty (30) days after the Substantial Performance Date (the "Final Performance Date"). d. Project Schedule. Within ten (10) days after the Contractor executes the Contract, Contractor shall submit to Village a Project Schedule to include targeted dates of completion of all construction and other requirements of the Contractor through the Substantial Completion Date. Contractor shall monitor schedule progress and provide monthly updates and revisions of the Project Schedule, as needed to Village. e. Liquidated Damages for Inexcusable Delay. i. Time is of the essence. The Contractor agrees that all work included in connection with this project must be completed by the Final Performance Date, or sooner, after receipt of Notice To Proceed. It is hereby acknowledged and agreed by both parties that the damages to the Village are not readily ascertainable but that the failure to timely complete this Work will materially and significantly damage the safety and well-being of the Village, its staff and the public, and that therefore a sum of 1,000.00 per day is a fair and reasonable damage estimate to compensate the Village for any such delay. If the Contractor fails to fully complete the Work in that time, then and in this event, the Contractor further expressly agrees that, for each day this Work and this contract shall remain uncompleted after that date, the Village may deduct the sum of $1,000.00 per day after the Final Performance Date, from the contract price as payment to the Village, by the Contractor of the liquidated damages sustained by reason of failure of the Contractor to complete the Project on or before the time aforesaid. ii. Provided, however, that if the completion of this contract is delayed by the Village, by general strikes, acts of God, or casualty beyond the control of the Contractor, then and in such event, the time of completion of this contract shall be extended for such additional time as shall be caused by such delay. iii. Provided, always, however, that the Contractor shall, at the time of such delay, if any, demand of the Village, in writing, such additional time within which to complete the performance of the Contract. The Contractor will be required to notify the Village within three (3) days of such delay, stating the reason for same. If the Contractor does not notify the Village in writing, within three (3) days of the delay, no request for extension of time will be approved. f. Measurement of Quantities. All work completed under the contract will be measured by the Village according to United States standard measures. g. Payment. Payment under the Contract will be made in accordance with the Illinois Local Government Prompt Payment Act, 50 ILCS 505/1 et seq. 14 Northwest Highway Water Main Lining- Maintenance h. Payment for Items Omitted when Partially Completed. Should the Village cancel or alter any portion of the contract which results in the elimination or non- completion of any portions of the work partially completed, the contractor will be allowed a fair and equitable amount covering all items of work incurred prior to the date of cancellation, alteration, or suspension of such work. A written change order may apply. i. Partial Payment. When requested, the contractor will make an approximate estimate, in writing, of the materials in place completed, the amount of work performed, and the value thereof, at the contract unit prices. From the amount so determined, there shall be deducted ten percent (10%) to be retained until after completion of the entire Work to the Village for payment, except that no amount less than $500 will be so certified unless the total amount of the contract is less than $500. In addition, an estimate may, at the discretion of the Village and upon presentation of receipted invoices and freight bills, be made for payment of the value of acceptable materials delivered on the Work or in acceptable storage places and not used at the time of such estimate. Ten percent (10%) shall be retained from the value of such materials until final payment. Such materials, when so paid for by the Village, shall become the property of the Village, and in the event of default by the Village, shall become the property of the Village, and in the event of default by the contractor, the Village may use or cause to be used such materials in the construction of the work provided for in the contract. The amount thus paid by the Village shall be deducted from estimates due the contractor as the material is used in the work. Partial payment for work or materials shall not be construed as an acceptance of the work or any part of it, or as a waiver of any provisions of the contract. Partial payment will only be granted if in the opinion of the Village sufficient labor and materials have been expended to warrant it. If partial payments are requested, the Contractor shall submit with each payment request a properly completed Contractor's Affidavit setting out, under oath, the name, address and amount due or to become due, of Contractor, each subcontractor, vendor, supplier or other appropriate party included in its cost, and for every party listed a full or partial waiver of lien, as appropriate. Beginning with the second payment request, and with each succeeding payment request, the Contractor shall submit Contractor's Affidavits and partial waivers of lien for each subcontractor and supplier showing that the amount paid to date to each is at least equivalent to the total value of that subcontractor's work, less retainage, included on the previous payment request. j. Acceptance and Final Payment. Whenever the Work shall have been completely performed on the part of the contractor, including Punch list items, and all parts of the Work have been approved by the Village and accepted by the Village, a final payment showing the value of the work will be prepared by the contractor as soon as the necessary measurements and computations can be made, all prior 15 Northwest Highway Water Main Lining- Maintenance estimates upon which payments have been made being approximate only and subject to correction in the final payment. The amount of this estimate, less any partial or semifinal payments previously made and less any sums that have been deducted or retained under the provisions of the contract, will be paid to the contractor as soon as practicable after the final acceptance, provided the contractor has furnished to the Village the required maintenance bond and satisfactory evidence that all sums of money due for any labor, materials, apparatus, fixtures or machinery furnished for the purpose of such work have been paid or that the person or persons to whom the same may be due have consented to such final payment. If final payment is requested, the Contractor shall submit a properly completed Contractor's Affidavit setting out, under oath, the name, address and amount due or to become due, of Contractor, each subcontractor, vendor, supplier or other appropriate party included in its cost, and a full and final waiver of lien for the full amount of the Work, less retainage. The Contractor shall assign over to the Village all manufacturers' and suppliers' warranties respecting any part of the Work. The Contractor shall also deliver to the Village the required maintenance bond prior to Final Payment and upon receipt of Final Payment a set of Plans and Specifications annotated to show the Project "as-built." The acceptance by the contractor of the final payment shall constitute a release and waiver of any and all rights and privileges under the terms of the contract; further, the acceptance by the contractor of final payment shall relieve the Village from any and all claims or liabilities for anything done or furnished relative to the Work or for any act or neglect on the part of the Village relating to or connected with the Work. k. Punch list. The Contractor shall notify the Village when it believes substantial performance of the entire Project has been achieved. The Village, and/or any independent consultant engaged by the Village, shall then inspect the Project site with the Contractor, and prepare and deliver to the Contractor within five (5) days thereafter, a written Punch list indicating items of construction which are not in material conformity with the Contract Documents. The Punch list items shall be completed by the Final Performance Date. Pending completion of Punch list items, the Village may withhold from amounts due to the Contractor an amount equal to but not greater than one and one-half (1'/2) times the estimated cost to complete Punch list items. I. Final Policing of the Sites. Before the completed work will be ready for the Village's final inspection, the contractor shall have removed from the project sites all surplus equipment, machinery, materials, debris, barricades, and signs. The contractor shall leave said project sites in the best possible condition to the complete satisfaction of the Village. m. Final Inspection. The Village shall make final inspection of all of the Work, as soon as practicable after notification in writing by the contractor that the work is completed and ready for acceptance. If the Work is not acceptable to the Village 16 Northwest Highway Water Main Lining- Maintenance at the time of such inspection, the Village shall inform the contractor as to the particular defects to be remedied before final acceptance can be made. n. Alterations, Cancellations, Extensions and Deductions. The Village reserves the right to alter the plans, extend or shorten the improvement, add such incidental work as may be necessary, and increase or decrease the quantities of work to be performed to accord with such changes, including the deduction or cancellation of any one or more of the unit price items. Such changes shall not be considered as a waiver of any condition of the contract nor to invalidate any of the provisions thereof. A written change order may apply. All Work shall be done under the supervision of the Village's Director of Public Works, or a designated representative who shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress of the work, interpretation of the plans and specifications, acceptable fulfillment of the contract, compensation and disputes and mutual rights between contractors under the specifications. I. Change Orders. The Village may from time to time require changes in the Work. Such changes shall comply with Section 33-E9 of the Criminal Code, 720 ILCS 5/33E-9. m. Right of the Village to Terminate the Contract. i. If the Contractor fails to begin the Work under the Contract within the time specified, or fails to perform the Work in accordance with the terms of the approved schedule or performs the Work in a manner unacceptable to the Village, or neglects or refuses to remove materials or perform anew such Work as has been rejected by the Village, or if the Contractor shall become insolvent or be declared bankrupt, or shall make an assignment for the benefit of creditors, or from any other cause whatsoever shall fail to carry on the Work in a manner required by the Contract, the Village shall give notice as hereinafter provided to the Contractor and its surety in writing specifying such failure, delay, neglect, refusal or default, and if the Contractor, within a period of ten (10) calendar days after the giving of such notice, shall not proceed in accordance therewith, then the Village shall have full power and authority to declare the this Contract and the Contractor in default, and to forfeit the rights of the Contractor in this Contract. ii. Upon declaration of Contractor's default, the Village may, at its option, call upon the surety to complete the Work in accordance with the terms of this Contract or may take over the Work, including any materials on the Work site as may be suitable and acceptable to the Village and may complete the Work by its own forces or on its own account, or may enter into a new contract or contracts for the completion of the Work, or may use such other methods as shall be required for the completion of the Work in an acceptable manner as the Village may in its discretion determine. 17 Northwest Highway Water Main Lining- Maintenance iii. All costs and charges incurred by the Village, together with the cost of completing the Work shall be deducted from any moneys due or which may become due on this to the Contractor under this Contract. Following any payment due and received by the Village from the Contractor's surety following default, if the expense so incurred by the Village is less than the sum paid to the Village by the surety under this Contract for work remaining, the surety shall be entitled to receive the excess difference paid to the Village. When such Contractor default costs incurred by the Village exceeds the sum paid to the Village for the work remaining under the Contract the Contractor and the surety shall be liable and shall pay to the Village the full cost of such additional expenses. 3) Performance of the Work. a. Accident Prevention. The contractor shall exercise every precaution at all times for the protection of persons and properties. The safety provisions of all applicable laws and ordinances shall be strictly observed. Any practice obviously hazardous, in the opinion of the Director of Public Works or his authorized representative, shall be immediately discontinued by the contractor upon his receipt of instructions from the Director of Public Works or an authorized representative to discontinue such practice. b. Barricades and Warning Signs and Lights. The contractor shall erect substantial lighted barricades to protect its work at all points deemed necessary by the Director of Public Works; said contractor shall place at such points the necessary warning signs, amber lights, caution tape, and other suitable devices to protect his work properly and to provide for the convenience and safety of the public at all times. The contractor shall maintain such barricades, signs, lights and protective devices until the need for them, in the judgment of the Public Works Director of an authorized representative, has passed. Contractor shall provide warning signs and barricades to safely mark any hazards or detours caused by the work. All such warning signs and barricades for work in, or affecting Village of Mount Prospect streets, access roads, and state highways shall meet all applicable requirements as stipulated in the latest edition of the Manual for Uniform Traffic Control Devices published by the U.S. Department of Transportation. All costs for barricades, signs including all labor and other associated materials shall be incidental to the fixed unit price bid for the specific repair or pay item. c. Cooperation with Utilities. It is understood and agreed that the contractor has considered in its bid all of the permanent and temporary utility appurtenances in their present or relocated positions that may be encountered during construction and no additional compensation will be allowed for any delays, inconvenience, or damage sustained by it due to any interference from the said utility appurtenances either by the utility company or by it, or on account of any special construction methods required in prosecuting its work due to the existence of said appurtenances either in their present or relocated positions. The contractor shall 18 Northwest Highway Water Main Lining- Maintenance insure that prompt repairs are, to the approval of the inspector, made to any utility appurtenances damaged by it without compensation from the Village. During performance of the work, Contractor shall protect all utilities and property from damage. Contractor shall spot all utilities prior to any excavation work. Contractor shall call J.U.L.I.E. one Call System (1-800-892-0123), and request utility locations as soon as possible for emergency repairs and within forty- eight (48) hours for non-emergency work prior to excavation in strict accordance with J.U.L.I.E. one Call System operation procedures. d. Clean-up. After all work under each task phase of the work is completed, the Contractor shall remove all loose debris and other materials not incorporated in the work from the site of the work. Any clean up or restoration to private property will be the responsibility of the Contractor. e. Construction Noise Restriction. All construction activities or alteration operations within the Village shall be performed only between the hours of 8:00 a.m. and 7:00 p.m. Variations from these time limitations shall be allowed only in the case of maintenance of operation of safety and traffic control devices such as barricades, signs and lighting, or to construction of an emergency nature. More stringent requirements may be assessed for work in state highway or railroad rights-of-way." Working hours outside these times must receive prior approval from the Village. f. General. The work to be performed under the contract includes the furnishing of all supervision, labor, materials, tools, equipment and incidentals of every kind and description necessary for construction, in accordance with the Contract Documents. g. Inspection. All materials and each part or detail of the work shall be subject at all times to inspection by the Village or its inspectors, and the contractor will be held strictly to the true intent of the Specifications in regard to quality of materials, workmanship and diligent execution of the contract. The Village or its inspectors shall be allowed access to all parts of the work and shall be furnished with such information and assistance by the contractor as is required to make a complete and detailed inspection. Materials, components or completed work not complying therewith may be rejected by the Village and shall be replaced by the Contractor at no expense to the Village. Any rejected material or component shall be removed at the entire expense of the Contractor, after written notice has been mailed by the Village to the Contractors that such materials or components have been rejected. The contractor shall, if the Village requests, remove or uncover such portions of the finished work as the Village may direct before final acceptance of the same. After the examination, the contractor shall restore said portion of the work to the standard required by the Specifications. If the work thus exposed or examined proves acceptable, the expense of uncovering or removing and the replacing of the parts removed shall be paid for as extra work; but if the work so exposed or examined is unacceptable, the expense of uncovering or removing and replacing of the same shall be borne by the contractor. 19 Northwest Highway Water Main Lining- Maintenance h. Materials and Equipment. Except where the Specifications indicate otherwise, the Village is not responsible for providing any tools, equipment or storage under the contract in order to permit its completion of any contractual obligations under the contract, which may be awarded as the result of the bid. i. Personnel and Equipment. The contractor shall provide an adequate number of competently trained personnel with sufficient supervision to provide the services required, and contractor shall provide identification of its personnel if requested by the Village. Any contractor's employee whose employment is reasonably detrimental or objectionable to the Village shall be immediately transferred from the work-site upon the Village's request. The exercise of this option shall not be construed as placing the Village in charge of the Work or making the Village responsible for safety. All on the road vehicles or equipment shall be identified by the contractor's name for purpose of identification. All tools or equipment required to carry out the operations within the scope of the contract shall be provided by the Contractor, and shall meet the standards of the Federal Occupational Safety and Health Act and State of Illinois safety codes as may be required by law. The Village reserves the right to inspect the equipment that will be used prior to award of Bid. j. Property Protection. No vehicles of any kind shall be placed, parked or operated upon or over any sodded areas. k. Protection and Restoration of Property. It is understood that in the execution of the Work herein provided for there may be interference with and/or damage to trees, shrubbery, crops, fences, railroad tracks, overhead structures such as poles, wires, cables, underground structures such as sewers, gas mains, telephone conduits and cables, water mains, drains, service connections, wires, pipes, conduits, located along, adjacent to, and/or crossing the locations of the Work, and that it may be necessary to relocate or reconstruct certain of such structures, improvements, and installations and/or to make repairs to the same by reasons of doing the Work herein provided for, and it is therefore particularly and specifically agreed that the Bidder except as otherwise herein provided, shall do the Work necessary for such relocation, reconstruction, and repair and shall bear and pay all of the cost and expense of such relocation, reconstruction, and/or repair of, and all damage done to any and all such pipe line and other structures, improvements, and installations, including service connections, if any, to adjacent property, existing at the date of the execution of the contract and/or existing, during the period of the Work to be done under the contract, which may be interfered with, damaged, and/or necessarily relocated, reconstructed, or repaired in the performance of the Work herein provided for, including the restoration and resurfacing of unpaved portions of public streets and alleys, rights-of-way, easements, and private property damaged or disturbed by the Work, the same to 20 Northwest Highway Water Main Lining- Maintenance be restored to as good condition as the same existed at the time of the commencement of any such Work or relocation. It is further agreed that the owners of any structures, improvements, installations, referred to in the preceding paragraph shall have the right to do the Work or any part thereof necessary for the relocation, reconstruction, replacement, repair, and other Work required by reason of any interference with and/or damage to such structures, improvements, installations, due to the prosecution of the Work and upon completion of such Work by them done, said owners may render bills to the Bidder for the cost and expenses thereof which bills shall be paid by the Bidder without extra compensation therefore from the Village, upon demand by said owners, or upon demand made by the Village upon the Bidder for the payment thereof. I. Public Convenience and Safety. The contractor shall notify the Director of Public Works at least three (3) days in advance of the starting of any construction work which might in any way inconvenience traffic, and the contractor shall at all times conduct the work in such a manner as to insure the least obstruction to vehicular and pedestrian traffic. Whenever possible, the contractor shall provide and maintain at his own expense such temporary roads and approaches as may be necessary to provide access to driveways, houses, buildings or other property abutting the improvements. In no case will the contractor obstruct entrance ways into private property without first seeking the Village and private property owner's approval. m. Public Relations. The Contractor shall cooperate with the Village of Mount Prospect in maintaining a high degree of sensitivity to the needs of property and business owners along the project route. Contractor will distribute written public work notices to businesses and residences as required by the Village. n. Removal of Defective and Unauthorized Work. Work done without lines and grades being given, or beyond the lines shown on the plans or as given, except as herein provided, or any extra work done without authority will be considered as unauthorized and at the expense of the contractor, and will not be measured or paid for. Work so done may be ordered removed or replaced at the contractor's expense. All work which has been ordered to be removed or replaced shall be remedied or removed and replaced by the contractor in a manner approved by the Village at the contractor's expense. Upon failure of the contractor to comply promptly with any order of the Village made under this provision, the Village shall, after giving written notice to the contractor, have the authority to cause defective work to be remedied, or removed and replaced, or to cause unauthorized work to be removed, and deduct the cost thereof from any compensation due or to become due the contractor. o. Scheduling. The contractor shall consult with the Village's Public Works Director or an authorized representative concerning the details and scheduling of the work 21 Northwest Highway Water Main Lining- Maintenance contemplated herein, and shall be governed by the decisions of said Director or representative. p. Supervision. The contractor shall at all times have a competent person in charge of its work crew at the job site to whom the Village representative may issue directives. Such person shall be authorized to accept and act upon such directives. Such person shall be fluent in the English language. q. Traffic Control. Contractor shall maintain traffic flow(s) and accessibility to private property(s) as close to normal condition as possible. Contractor shall notify residents, Village of Mount Prospect and state/county officials, as appropriate, of any driveway or road closure. The contractor shall abide with the Illinois Department of Transportation's Standard Specifications for Road and Bridge Construction, latest edition. The Contractor shall also abide with the Manual on Uniform Traffic Control Devices, latest edition. Contractor shall also provide sufficient flag persons to assist with traffic control during operation. Traffic control costs to close the street or ROW is to be included in the "all- inclusive" unit price of the pay item and considered as incidental to that pay item and will not be considered an extra line item. r. Tree Protection. All tree protection shall be incidental to the contract and shall be installed and maintained in accordance with the Tree Protection Ordinance and plan as specified by the Village. Tree protection fencing shall not be paid for separately but shall be incidental to the cost of the water main lining. REMOVAL PROHIBITED UNLESS AUTHORIZED: All trees shall be maintained, saved, and protected from damage unless removal is approved by the Village. CRITICAL ROOT ZONE: To prevent unnecessary damage to existing public trees during construction, proper tree protection guidelines must be followed, particularly in the root zone where major support roots securely hold the tree in the soil. This Critical Root Zone (CRZ) is defined as the entire ground area within the vertical projection of the crown of a tree. This is also commonly referred to as the area within the drip line of a tree. Power equipment may not be used to excavate soil, change grades, or dig trenches in the Critical Root Zone. All soil excavation done within the CRZ must be done by hand, except as authorized in these specifications. Exceptions to the above shall be granted only with written permission from the Director of Public Works. FENCING: All unpaved ground on public property within the Critical Root Zones (CRZ) of existing trees subject to construction damage shall be fenced before any work is started. This Tree Protection Fencing will be paid for as specified in these contract documents. Once assembled, no fencing shall be removed without prior 22 Northwest Highway Water Main Lining- Maintenance approval of the Engineer, and there shall be no construction activity or material including storage, stockpiling, and equipment access within the enclosure. Fencing material shall be orange polypropylene snow fence supported with metal posts, and installed according to the detail which will be provided by the Forestry Division. CHANGES TO EXISTING GRADE: No changes to original grade shall be allowed inside the CRZ. ROOT PRUNING DURING CONSTRUCTION: All tree roots greater than two inches (2") in diameter that are encountered in any construction process shall be cut cleanly with an appropriate saw or pruning shear or other tool specifically designed for cutting wood. Axes or other such chopping tools shall not be used. Shovels or other tools designed for digging shall not be used. Contractor shall contact Forestry for a root inspection before backfilling. Root pruning shall not be paid for separately but shall be incidental to the cost of the Cured-in-Place Pipe (CIPP) 12". ATTACHMENTS TO TREES: No signs, placards or other objects may be nailed or stapled to trees. BRANCH REMOVAL: Tree branches shall not be cut, pruned or trimmed by the Contractor. If parkway tree branches interfere with the Contractor's work, he should contact the Forestry Division to request pruning. If Forestry deems the request reasonable they will endeavor to promptly prune the branches at the Village's expense. PENALTIES FOR TREE DAMAGE: Where limbs, trunks or roots of trees not approved for removal are damaged, the Village shall determine whether the tree can be repaired or must be removed. Repairs may include, but are not strictly limited to, pruning of broken limbs, removal of loose bark and proper shaping of wounds, thinning of the crown to compensate for root loss, fertilization, straightening and staking. Repairs shall be performed by the Village. The cost of such repairs shall be paid for by the Contractor to the Village, using rates listed in the current edition of the Village's Equipment and Labor Rate Charges. Additionally, the Village may fine the contractor for unnecessary tree damage according to the schedule listed in Appendix A, Division III of the Village Code. If in the opinion of the Village, the amount of damage warrants removal of the tree due to safety or aesthetic concerns, the Contractor shall remove the tree, along with its stump to a depth of 12 inches below grade. The Contractor shall pay the Village for replacement of the tree. Replacement cost will be determined by multiplying the diameter of the damaged tree, as measured 4-1/2 feet above the ground, by the rate of $150.00/inch. 23 Northwest Highway Water Main Lining- Maintenance The Contractor shall be responsible for being familiar with and complying with all aspects of the Village of Mount Prospect Tree Protection ordinances and Arboricultural Standards Manual as they relate to the various site locations. Any questions regarding tree protection shall be directed to the Village Forestry Division and their response or direction shall be considered as the final word/decision on tree protection issues. Any costs for tree protection fencing, posts, labor or other associated labor or material shall be incidental to the fixed cost per unit bid. s. Work In Street Right — of — Way. All of contractor's construction work in street rights-of-way shall be done in strict accordance with the applicable controlling public agency's construction specifications, permitting, bonding, rules, and regulations. All costs for necessary permits and bonds shall be borne by the Contractor and considered incidental to the fixed item price of the applicable work. Contractor shall coordinate with the proper public officials and receive approval from said officials prior to any street closings or detouring required due to the work to be performed. Contractor shall protect existing vegetation from removal or damage wherever possible. Contractor shall confine construction work to specified construction limits as shown on the drawings or defined in the specifications. Should Contractor damage or remove any vegetation outside the construction limits, Contractor shall restore the affected area to its original state at no expense to the Village. 4) BOND; INSURANCE; INDEMNIFICATION. a. Performance and Labor and Material Payment Bond. Upon submission of the executed contract to the Village, Contractor shall furnish to the Village a surety bond in the amount one hundred and ten percent (110%) of the bid for the faithful performance of the Contract and to indemnify the Village against loss. The Contractor shall also furnish a labor and materials bond in the amount one hundred and ten percent (110%) of the bid to ensure payment for all labor and materials, including compliance with the provisions of law relating to the payment of the prevailing rate of wages. The premium of such bonds is to be paid by the Contractor. The surety must be with a substantial surety company satisfactory to the Village and authorized by law to do business in the State of Illinois and endorsed by a local representative of said surety company. All payment and performance bonds shall name the Village of Mount Prospect as Obligee and be written upon forms prepared or approved by the Village. Said bonds may be satisfied with a Letter of Credit, in the form acceptable to the Village, from a bank or savings and loan within the Chicago metropolitan area. The bonds and Letter of Credit shall remain in effect during the full term of the Contract and any extension thereof. Failure to so provide these bonds or Letter of Credit shall result in forfeiture of the bid bond/Letter of Credit to the Village as liquidated damages and not as a penalty, and the termination of the contract and/or withdrawal of the award. 24 Northwest Highway Water Main Lining- Maintenance b. Insurance Requirements. In submission of a bid, the bidder is certifying that it has all insurance coverages required by law or that would normally be expected for bidder's type of work. In addition, the bidder is certifying that, as successful bidder/Contractor, upon execution of the Contract, it will provide Insurance of such types and in such amounts as may be necessary to protect itself and the interests of the Village against all hazards or risks of loss contemplated by the Contract. The insurance policy shall include an endorsement identifying the Village, the Engineer (Robinson Engineering, Ltd), and any other parties as may be reasonably required by the Village as additional insured. Satisfactory certificates of insurance shall be filed with the Village upon execution of the Contract. The certificates shall state that thirty (30) days advance written notice will be given to the Village before any policy covered thereby is changed or canceled. Insurance coverage shall be in the following minimum amounts: Limit/ Limit/ Type of Insurance Ea. Occurrence Aggregate General Liability Bodily Injury $1,000,000 $3,000,000 Property Damage $1,000,000 $3,000,000 Contractual Ins. $1,000,000 $3,000,000 Automobile Liability Bodily Injury $1,000,000 $1,000,000 Property Damage $1,000,000 $1,000,000 Workers Compensation Employee Claims Statutory for Illinois Employers Liability $1,000,000 per accident c. Indemnification. The Contractor shall indemnify_and save harmless the Village, its officers, employees and Robinson Engineering, Ltd from any and all liability, losses or damages, including attorneys fees and costs of defense, the Village may suffer as a result of claims, demands, suits, actions or proceedings of any kind or nature, including workers' compensation claims, in any way resulting from or arising out of the operations of the Contractor under the Contract, including operations of subcontractors; and the Contractor shall, at his own expense, appear, defend, and pay all fees of attorneys and all costs and other expenses arising therefrom or incurred in connection therewith; and, if any judgments shall be rendered against the Village in any such action, the Contractor shall, at his own expense, satisfy and discharge same. The Contractor expressly understands and agrees that any bonds, letters of credit or insurance protection required by the Contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to indemnify, keep and save harmless and defend the Village as herein provided. Contractor agrees to defend and hold harmless the Village and Robinson Engineering, Ltd from and against all demands, claims, suits, costs, expenses, 25 Northwest Highway Water Main Lining- Maintenance damages and adjustments based upon any infringement of any patent relating to goods specified in the contract, and on account of the Village's use of any copyrighted or uncopyrighted, composition, trade secrets, secret process, proprietary rights, patented of unpatented invention, article or appliance furnished or used under the bid Specifications. 5) Compliance with Laws. a. Collusion. If at any time it shall be found that the person, firm, or corporation to whom the Contract has been awarded has, in presenting any proposal or proposals, unlawfully colluded with any other party or parties, then the Contract so awarded shall be null and void and the Consultant and his sureties shall be liable to the Village for all loss or damage which the Village may suffer thereby, and the Village may advertise for new bids for said work. b. Observance of Laws, Ordinances, and Regulations; Certifications of Compliance with Applicable Laws. The contractor shall, at all times during the life of this contract, observe and abide by all federal, state and local laws which in any way affect the conduct of the work and with all decrees and orders of courts or agencies of competent jurisdiction. Likewise, said contractor shall be governed by all municipal ordinances and regulations which in any way affect the conduct of the work. The contractor shall indemnify and save harmless the owner, its officers, agents, and employees against any claim or liability arising from or based on his violation of any law, ordinance, regulation, decree or order. The bidder and contractor, as successful bidder, shall comply with all applicable state, federal and local laws, including, but not limited to the following: i. Bid Rigging/Rotating. By submitting a bid, the Contractor certifies that no owner, officer or director is barred from contracting with any unit of state or local government as a result of violating the bid rigging or bid rotating provisions contained in 720 ILCS 5/33E-3 & 33E-4. ii. Tax Payment. The Contractor certifies that it is not delinquent in the payment of any taxes to the Illinois Department of Revenue. (65 ILCS 5/11- 42.1-1) iii. Drug Free Workplace Act. The Contractor will comply with the requirements of the Drug Free Workplace Act if the contract is $5,000 or more and it has more than 24 employees at the time of entering into the contract (30 ILCS 580). iv. Preference to Veterans Act. The Contractor will comply with the Preference to Veterans Act (330 ILCS 55). V. Substance Abuse Prevention Program. By submitting a bid, the Contractor certifies that the company has in place, to the extent not covered by a collective bargaining agreement that deals with the subject of the Act, a 26 Northwest Highway Water Main Lining- Maintenance substance abuse prevention program that meets or exceeds the requirements of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq. vi. Non-Discrimination. The Contractor will comply with the Illinois Public Works Employment Discrimination Act (775 ILCS 10/1, et seq.) vii. Equal employment Opportunity. The Contractor will comply with Article 2 of the Illinois Human Rights Act (775 ILCS 5/2-101, et seq.), including establishment and maintenance of a sexual harassment policy as required by Section 2-105, and the Rules and Regulations of the Illinois Department of Human Rights, including the EQUAL EMPLOYMENT OPPORTUNITY CLAUSE, which is a material term of all public contracts, as follows: EQUAL EMPLOYMENT OPPORTUNITY In the event of the contractor's non-compliance with the provisions of this Equal Employment Opportunity Clause or the Act, the contractor may be declared ineligible for future contracts or subcontracts with the State of Illinois or any of its political subdivisions or municipal corporations, and the contract may be cancelled or voided in whole or in part, and other sanctions or penalties may be imposed or remedies invoked as provided by statute or regulation. During the performance of this contract, the contractor agrees as follows: 1) That he or she will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, marital status, order of protection status, national origin or ancestry, citizenship status, age, physical or mental disability unrelated to ability, military status or an unfavorable discharge from military service; and, further, that he or she will examine all job classifications to determine if minority persons or women are underutilized and will take appropriate affirmative action to rectify any underutilization. 2) That, if he or she hires additional employees in order to perform this contract or any portion of this contract, he or she will determine the availability (in accordance with this Part) of minorities and women in the areas from which he or she may reasonably recruit and he or she will hire for each job classification for which employees are hired in a way that minorities and women are not underutilized. 3) That, in all solicitations or advertisements for employees placed by him or her or on his or her behalf, he or she will state that all applicants will be afforded equal opportunity without discrimination because of race, color, religion, sex, sexual orientation, marital status, order of protection status, national origin or ancestry, citizenship status, age, physical or mental disability unrelated to ability, military status or an unfavorable discharge from military service. 4) That he or she will send to each labor organization or representative of workers with which he or she has or is bound by a collective bargaining or other agreement or understanding, a notice advising the labor organization 27 Northwest Highway Water Main Lining- Maintenance or representative of the contractor's obligations under the Act and this Part. If any labor organization or representative fails or refuses to cooperate with the contractor in his or her efforts to comply with the Act and this Part, the contractor will promptly notify the Department and the contracting agency and will recruit employees from other sources when necessary to fulfill its obligations under the contract. 5) That he or she will submit reports as required by this Part, furnish all relevant information as may from time to time be requested by the Department or the contracting agency, and in all respects comply with the Act and this Part. 6) That he or she will permit access to all relevant books, records, accounts and work sites by personnel of the contracting agency and the Department for purposes of investigation to ascertain compliance with the Act and the Department's Rules and Regulations. 7) That he or she will include verbatim or by reference the provisions of this clause in every subcontract awarded under which any portion of the contract obligations are undertaken or assumed, so that the provisions will be binding upon the subcontractor. In the same manner as with other provisions of this contract, the contractor will be liable for compliance with applicable provisions of this clause by subcontractors; and further it will promptly notify the contracting agency and the Department in the event any subcontractor fails or refuses to comply with the provisions. In addition, the contractor will not utilize any subcontractor declared by the Illinois Human Rights Commission to be ineligible for contracts or subcontracts with the State of Illinois or any of its political subdivisions or municipal corporations. Title 44, Part 750, Section 750, APPENDIX A, Illinois Administrative Code, viii. PREVAILING WAGE. This contract calls for the construction of a "public work" within the meaning of the Illinois Prevailing Wage Act, 820 ILCS 130/1, et seq., as amended (the "Act"). The Contractor and all subcontractors are required to pay wage rates in accordance with the Act to all laborers, workers and mechanics. The Village has adopted the prevailing wages as determined by the Illinois Department of Labor("IDOL") for Cook County. The prevailing rate of wages is revised by the IDOL and is available on the IDOL website, www.state.i1.us/agency/idol/rates/rates.HTM. The Contractor and all subcontractors are solely responsible for checking the Department's website for revisions to prevailing wage rates. In the event that the IDOL should revise the prevailing rate of wages, then the revised rates shall apply to this Contract. In no case shall any revision in the rates of prevailing wages result in an increase in the total Contract price. All bonds provided by the Contractor under the terms of this Contract shall include such provisions as will guarantee the faithful performance of the Contractor's obligations under this clause and under the Prevailing Wage Act, 820 ILCS 130/1 et. seq. 28 Northwest Highway Water Main Lining- Maintenance Contractor shall comply with all applicable provisions of the Prevailing Wage Act, including, but not limited to, the requirements of Section 5 of the Prevailing Wage Act, 820 ILCS 130/5. The Contractor, and all Subcontractors and Sub-Subcontractors participating on the Project, shall make and keep those records required under Section 5 of the Prevailing Wage Act in paper or electronic format. In conformance with the Act, each contractor and subcontractor, or other entity performing work on the project, shall maintain records of all laborers, mechanics and other workers employed by them on the project, including the following information on each worker: (1) name; (2) address; (3) telephone number when available; (4) social security number; (5) classification or classifications; (6) gross and net wages paid in each pay period; (7) number of hours worked each day; (8) starting and ending times of each day; (9) hourly wage rate; (10) hourly overtime wage rate; (11) hourly fringe benefit rates; (12) the name and address of each fringe benefit fund; (13) the plan sponsor of each fringe benefit, if applicable; and (14) the plan administrator of each fringe benefit, if applicable. These records shall be kept by the participating contractor and subcontractor for a period of not less than five (5) years from the date of last payment on the contract or subcontract. No later than the 15th day of each calendar month, each participating contractor and subcontractor shall submit a monthly certified payroll to the Village consisting of the above- referenced information as well as a statement signed by the participating contractor or subcontractor that certifies: (a) the records are true and accurate; (b) the hourly rates paid to each worker is not less than the general prevailing rate of hourly wages required under the Prevailing Wage Act; and (c) the contractor or subcontractor is aware that filing a certified payroll that he or she knows to be false is a Class A misdemeanor. ix. Compliance with Freedom of Information Act Request. Section 7 of the Illinois Freedom of Information Act (FOIA), 5 ILCS 140/7, applies to public records in the possession of a party with whom the Village of Mount Prospect has contracted. The Village of Mount Prospect will have only a very short period of time from receipt of a FOIA request to comply with the request and there is a significant amount of work required to process a request including collating and reviewing the information. The bidder/contractor acknowledges the requirements of FOIA and agrees to comply with all requests made by the Village of Mount Prospect for public records (as that term is defined by Section 2(c) of FOIA) in the undersigned's possession and to provide the requested public records to the Village Mount Prospect within two (2) business days of the request being made by the Village of Mount Prospect. The bidder/contractor agrees to indemnify and hold harmless the Village of Mount Prospect from all claims, costs, penalties, losses and injuries (including but not limited to, attorney's fees, other professional fees, court costs and/or arbitration or other dispute resolution costs) arising out of or relating to its failure to provide public records to the Village of Mount Prospect under the contract. 29 Northwest Highway Water Main Lining- Maintenance X. Work Guaranty. 1. Maintenance Bond. A maintenance bond or a maintenance letter of credit is required. This maintenance bond or maintenance letter of credit amount shall consist of ten percent (10%) of the final project cost; it shall be posted by the contractor with the Village upon completion of all Work; and it shall be valid and effective for a period of two (2) years after the final acceptance of such Work by the Village for the purpose of guaranteeing against and securing the correction of any defect in material or workmanship furnished for such improvements, latent in character and not discernible at the time of final inspection or acceptance by the Village of Mount Prospect. 2. General Guaranty. Neither partial or final payment, nor any provision in the contract, nor partial or entire use of the product/Work embraced in the contract by the Village or the Public shall constitute an acceptance of work not done in accordance with the contract, or relieve the contractor of liability in respect to any express warranties or responsibility for failure to comply with the terms of those contract documents. Unless otherwise expressly provided in the Specifications, in the event any defects or imperfections in the materials or workmanship to be furnished by the contractor herein appear within the period of two (2) years from the date of completion of all the Work and acceptance thereof by the Village, the contractor will, upon notice from said Village (which notice may be given by letter to said contractor to the business address of the contractor shown in the proposal), repair and make good at his own cost any such defects or imperfections and replace any defective or imperfect materials or workmanship with other materials or workmanship satisfactory to said Village, and furnish all such new materials and labor as may be necessary to do so; and in the event of the failure, refusal or delay of said workmanship or materials said Village may do so or have same done by others, and said contractor and surety or sureties on the bonds given for the faithful performance of the contract shall be liable to the Village for all damages and expenses occasioned by such failure, refusal or delay. All details of warranties shall be included with the bid. Warranty work shall be at no additional expense to the Village. Manufacturer warranties and guaranties shall be submitted with the bid and shall be considered a part of the contract where such specifications meet the minimum bid Specifications. 30 Northwest Highway Water Main Lining- Maintenance A. Miscellaneous Contract Requirements 1. Contract Alterations. No amendment of a contract shall be valid unless made in writing and signed by the Village President, Village Manager, or their authorized representative. 2. Licenses and Permits. The Contractor shall procure at its own expense all necessary licenses and permits in connection with the work under the Contract. 3. Nonassignability. The contractor shall not assign the contract, or any part thereof, to any other person, firm or corporation without the previous written consent of the Village. Such assignment shall not relieve the contractor from its obligations or change the terms of the contract unless agreed by the Village at its sole discretion. 4. Notices. All notices required by the contract shall be given in writing. 5. Taxes. The contractor shall pay all federal, state and local taxes as may be applicable on all materials, labor and services furnished by it under the contract, and the amounts of such taxes shall be included in the unit prices bid. 31 Northwest Highway Water Main Lining- Maintenance SPECIAL PROVISIONS TABLE OF CONTENTS SCOPEOF WORK.......................................................................................................................35 WORKHOURS ............................................................................................................................36 PREQUALIFI CATION...................................................................................................................36 COMPLETION SCHEDULE .........................................................................................................37 PERMITS.....................................................................................................................................37 WARRANTY.................................................................................................................................37 WAGERATES .............................................................................................................................37 INSURANCECOVERAGE...........................................................................................................38 PUBLIC CONSTRUCTION ACT, 30 ILCS 557/1 ..........................................................................38 PUBLIC UTILITIES.......................................................................................................................38 PUBLIC AND RESIDENT NOTIFICATION...................................................................................38 MATERIAL INSPECTION — REPORTS........................................................................................39 VIDEO RECORDING CONSTRUCTION ROUTE.........................................................................39 MAINTENANCE OF ROADWAYS................................................................................................40 SAWCUT JOINTS.......................................................................................................................40 QUANTITIES FOR PAVEMENT PATCHING................................................................................40 DUSTCONTROL PLAN...............................................................................................................40 TEMPORARY INLET FILTER ......................................................................................................40 SUBMITTALS...............................................................................................................................41 AGGREGATE FOR DRIVEWAY AND STREET CROSSING MAINTENANCE.............................41 STOCKPILING OF MATERIALS AND END OF DAY CLEAN UP.................................................41 TRAFFIC CONTROL AND PROTECTION, (SPECIAL)................................................................42 CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD) REQUIREMENTS PER 35 IAC 1100..........................................................................................................................................42 WATERUSE................................................................................................................................43 WATER MAIN SHUT DOWN........................................................................................................43 MECHANICAL JOINT RESTRAINTS ...........................................................................................43 DUCTILE IRON FITTINGS...........................................................................................................44 WATER MAIN LINING..................................................................................................................44 PART 1 GENERAL ................................................................................................................44 PART2 PRODUCTS .............................................................................................................45 PART3 EXECUTION.............................................................................................................47 PART 4 RESTORATION AND INCIDENTAL CONSTRUCTION............................................54 PART 5 GUARANTEE ...........................................................................................................57 PART 6 BASIS OF PAYMENT...............................................................................................57 WATER MAIN REMOVAL............................................................................................................57 STAINLESS STEEL WATER MAIN T-HEAD BOLTS AND NUTS ................................................57 DETECTABLE WARNINGS .........................................................................................................57 SIDEWALKREMOVAL ................................................................................................................58 PAVEMENT PATCHING, TYPE IV, 11 INCH ...............................................................................58 VALVEVAULTS...........................................................................................................................59 WATER MAIN LINESTOPS..........................................................................................................59 DUCTILE IRON WATER MAIN WITH POLYETHYLENE ENCASEMENT....................................63 REMOVE AND REPLACE STORM SEWER WITH WATER MAIN QUALITY PIPE......................63 FIRE HYDRANT WITH AUXILIARY VALVE, VALVE BOX AND TEE...........................................64 FIRE HYDRANTS TO BE REMOVED & SALVAGED...................................................................64 1" WATER SERVICE (SHORT)....................................................................................................64 WATER SERVICE 6" (SHORT)....................................................................................................65 FACILITY ADJUSTMENTS ........................................................................................................655 33 Northwest Highway Water Main Lining- Maintenance EXPLORATORY EXCAVATION...................................................................................................66 COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT...................................66 SODDING, SALT TOLERANT (SPECIAL)....................................................................................67 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH .....................................677 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH (SPECIAL).........................................677 BRICK PAVER REMOVAL AND REINSTALLATION....................................................................68 VALVE VAULTS TO BE REMOVED ..........................................................................................688 TRENCH BACKFILL, WATER MAIN............................................................................................69 DRAINAGE & UTILITY STRUCTURES TO BE ADJUSTED.........................................................69 CUTAND CAP.............................................................................................................................70 TAPPING SLEEVE AND VALVE IN VAULT.................................................................................70 PRESSURE TEST, FLUSHING OF PIPE AND DISINFECTION.................................................700 AS-BUILT FIELD DRAWINGS......................................................................................................72 SUGGESTED WATER MAIN LINING CONSTRUCTION SEQUENCE ........................................72 34 Northwest Highway Water Main Lining- Maintenance VILLAGE OF MOUNT PROSPECT, IL NORTHWEST HIGHWAY WATER MAIN LINING - MAINTENANCE SPECIAL PROVISIONS The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", adopted April 1, 2016 by Illinois Department of Transportation (herein referred to as the Standard Specifications), the latest editions of the "Supplemental Specifications and Interim Special Provisions" and the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways" and the "Manual of Test Procedures for Materials" in effect on the date of the invitation for bids; the "Supplemental Specifications and Recurring Special Provisions", the "Standard Specifications for Water and Sewer Main Construction in Illinois", latest edition; the Division I General Requirements and Covenants and the Division II Technical Specifications of this contract, and in case of conflict with any part or parts of said specifications, the said Special Provisions shall take precedence and shall govern. However, in all cases, the Division I. General Requirements and Covenants of the specifications shall take precedence over the Division 100 General Requirements and Covenants of the Standard Specifications for Road and Bridge Construction and shall govern. SCOPE OF WORK The project shall consist of the installation of a 12-inch water main lining in Northwest Highway within the Village of Mount Prospect. The scope of work for this project will include, but not be limited to, the following: 1. This project shall consist of the construction of 12-inch water lining; removal and replacement of 12-inch valves with 12-inch butterfly valves; installation of access pit; installation of class 56 Ductile Iron Pipe and pipe closures; fire hydrant removal and replacement temporary by pass piping; and temporary service connections re- instatement of water services and all restoration work. 2. After the new main is lined, pressure tested and satisfactorily disinfected, the Contractor shall connect new water services via open-cut and auger from the new main to the existing customers. Water service cannot be shut down to the customers being fed from the existing main except during connection of the new water service lines. 3. The designated existing water valves shall be removed. This shall include the installation of line stops and insertion valves on the existing line and the isolation of lines by the Village closing valves to allow for the appropriate removal and installation of new valves. 4. All construction activity, with the exception of the water service connections, must be within the roadway right of way shown on the plans. 5. All disturbed landscape area areas shall be fully restored with imported pulverized topsoil, seed and erosion control blanket. The Contractor shall be extra careful not to damage existing landscaping items such as landscape stones, landscape 35 Northwest Highway Water Main Lining- Maintenance retaining walls, mulch, rocks, planters, etc. Removal and reinstallation of these items shall be considered incidental to the contract. 6. All pavement disturbed by construction shall be patched within three working days of work completed at each patch per the detail on the plans. 7. Contractor shall be responsible for removal and disposal of all excess soil materials. The Owner (or Engineer) shall be responsible for all testing associated with disposal at a Clean Construction and Demolition Debris (CCDD) fill site. For the purposes of preparing the bid, the contractor is to assume that the soils are within the limits established in the IEPA MAC table and are suitable for disposal at a CCDD site. 8. Contractor shall be responsible for installing and maintaining all erosion control measures throughout the duration of the project. 9. It is the intention of the Contract that there is the least amount of disturbance to the landscaping as possible. When the Contractor accesses the property, it is expected that the trees and landscaping (including grass) will be appropriately protected against damage. The means and method of the protection will be up to the Contractor but cannot be the cause of damage to the landscaping (i.e. the protection measures may need to be removed at the end of each day in order to protect the integrity of the landscaping). 10.The quantities called for in this contract indicate the estimated amount of work to be expected. The actual amounts for the various items may vary depending upon actual field conditions. The Village reserves the right to reduce or increase the scope of project quantities and to delete entire line items. It shall be understood and agreed upon that the unit prices for these items shall prevail throughout the period of the contract and that no additional compensation per unit price or otherwise will be allowed for any increase or decrease in the quantities including, but not limited to, decreases due to the deletion of an entire location/section of the improvement. No increase in unit price will be allowed if method of construction changes due to decreased quantity. 11.Contractor is prohibited for blocking ingress and egress to Mount Prospect Fire Department Station located at 112 E. Northwest Highway, Mount Prospect IL WORK HOURS The Contractor shall be required to comply with all Village of Mount Prospect requirements and ordinances relative to hours of operation. No work shall be done any day before 8:00 AM or after 7:00 PM. No work will be permitted on Saturdays, Sundays, or on holidays, without prior written permission of the Village of Mount Prospect. Work hours will be extended for liner curing pursuant to IDOT granting an extended lane closure. PREQUALIFICATION A. The Contractor shall be certified by the cured-in-place-pipe liner manufacturer, and that the Contractor is a fully trained user of the liner method. The installation of the liner method shall be performed by trained personnel, and such training shall have been conducted by a qualified representative of the liner method manufacturer. Certificates of such training for all personnel involved in the operation of the liner method shall be provided to the Engineer prior to the start of liner installation. B. The Contractor shall have at least three years active experience in the commercial installation of the proposed product and installed a minimum of 50,000 feet of pressure pipe and 500,000 feet of CIPP. 36 Northwest Highway Water Main Lining- Maintenance C. The contractor shall also have sufficient experience, as determined by the Village and its representatives, in the field of municipal underground utility construction prior to release of the bid documents. If this information is not satisfactorily completed, the bid documents shall be withheld. COMPLETION SCHEDULE Time is of the essence for the completion of this project. The awarded Contractor shall schedule his work such that the following timelines are met: Construction start by September 15, 2019 Operational by March 15, 2020 Restoration completed by March 31, 2020 Operational is defined as; water main installed, disinfected, pressure tested, connected to the existing water distribution system, all the water services installed and operating. It is the Contractor's responsibility to ensure that the contract documents and insurance requirements are met in a timely manner after award as no work will be allowed until this information is received and correct. No adjustment to completion date will be made if this requirement is not met. Should the Contractor fail to complete the work in the specified time frame, the owner reserves the right to assess liquidated damages in the amount of $1,000 per calendar day that the work remains unfinished. PERMITS The Contractor is hereby notified that no work shall begin until permits have been secured from the Illinois Environmental Protection Agency and IDOT. The Contractor shall be responsible for completing all work in accordance with the requirements set forth in those permits, as well as the provisions of this contract including all necessary bonds and insurance required by these Agencies. Any costs associated with insurance and bonding requirements for these agencies will not be paid separately but will be considered incidental to the contract. WARRANTY The Contractor shall warranty that his work is free from defects in materials and workmanship for one year after written acceptance date of the project. Any such defects reported to the Contractor shall be repaired in accordance with this contract, by the Contractor at his own expense, within 30 days of notification of the defect, weather permitting. WAGE RATES This contract calls for the construction of a "public work," within the meaning of the Illinois Prevailing Wage Act, 820 ILCS 130/.01 et seq. ("the Act"). The Act requires Contractors and subcontractors to pay laborers, workers, and mechanics performing services on public works projects no less than the "prevailing rate of wages" (hourly cash wages plus fringe benefits) in the county where the work is performed. Prevailing wage rates are not contained in this bid packet. For information regarding current prevailing wage rates, please refer to the Illinois Department of Labor's website at: https://www.illinois.gov/idol/Laws-Rules/CONMED/Pages/Rates.aspx. All Contractors and subcontractors rendering services under this contract must comply with all requirements of the Act, including but not limited to, all wage, notice and record keeping duties. 37 Northwest Highway Water Main Lining- Maintenance INSURANCE COVERAGE The Insurance Requirements can be found in Section 4)b. of the General Conditions "Insurance Requirements". The Contractor and any subcontractors shall obtain and thereafter keep in force for the term of the contract the insurance coverage specified in this section. The Contractor shall not commence work under the contract until all the insurance required by this section or any Special Provision has been obtained. PUBLIC CONSTRUCTION ACT, 30 ILCS 557/1 Public Construction Act 30 ILCS 557/1 shall be applicable to this contract. PUBLIC UTILITIES It shall be the Contractor's responsibility to very carefully inspect the site, identify and locate both horizontally and vertically all existing facilities, contact their owner/operators for their notification, separation, and safety requirements, and follow such requirements very carefully. It shall be the Contractor's responsibility to notify J.U.L.I.E. at least 48 hours prior to excavation to verify locations of all utilities. The Contractor is reminded to follow all laws and regulations pertaining to utility locating and damage prevention including but not limited to the Illinois Underground Utility Facilities Damage Prevention Act (220 ILCS 50/1, et seq.). The Contractor is responsible for restoring any surface disturbed by the Contractor's compliance with the Illinois Underground Utility Facilities Damage Prevention Act (220 ILCS 50/1, et seq.). The Contractor shall be aware that contact with utilities can potentially cause injuries to their workers or third parties, and shall not rely in any way on the observation or direction of the Owner's and/or Engineer's respresentative(s) with respect to utilities and work place safety. All work necessary to fulfill the requirements of the Illinois Underground Utility Facilities Damage Prevention Act (220 ILCS 50/1, et seq.) shall be incidental to the Contract. The Contractor shall protect and save harmless the Village of Mount Prospect and Robinson Engineering, Ltd from any claim(s) of damage resulting from his/her activities at the site or from failing to undertake due and proper safety measures to avoid such damage to any utilities during the construction. The Contractor shall repair any damage to any of the utilities, caused by his/her work, to the satisfaction of the involved utility and the Village of Mount Prospect at no additional compensation. The cost of compliance with this provision shall not be compensated for separately, but shall be included in unit price bid for the various contract items. PUBLIC AND RESIDENT NOTIFICATION If the Contractor is required to shutoff existing utility service (i.e., water, sanitary, power, communications, and gas)for any reason during the course of this project, the Contractor shall provide 24 hour advance written notice to: 1) the Owner of the scheduled work, 2) those residents with connections to the water sections affected by the work, and 3) any other residents that may potentially be adversely affected by the water main construction operations. The notification shall be of a form and method as approved by the Owner. 38 Northwest Highway Water Main Lining- Maintenance MATERIAL INSPECTION — REPORTS All materials incorporated in this contract are to be inspected according to the Project Procedures Guidelines (PPG) and the process and frequency of testing under the QC/QA specifications. The Contractor shall be responsible for QC testing of these materials with the Engineer being notified at least forty-eight (48) hours in advance of the placement of any of these materials. The Local Agency shall be responsible for the QA testing of these materials on the job and at the plant per article 1030 of the Standard Specifications. Please note that the Contractor is required to submit a QC plan to the Engineer for approval per the referenced specifications. All concrete materials incorporated in this contract are to be inspected according to the Recurring Special Provision for Quality Control/Quality Assurance of Concrete Mixtures. Please note that the Contractor is required to submit a QC plan to the Engineer for approval per the referenced specifications. The Contractor shall coordinate his work operations with the Engineer to assure that the testing agencies can provide proper and sufficient notice to schedule their work. Also, all QC documentation is to be submitted to the Engineer, immediately following completion of this project. VIDEO RECORDING CONSTRUCTION ROUTE Prior to the start of any construction or excavation, the Contractor shall videorecord the existing conditions in the area of the construction route. The video recording shall be done on Digital Video Format(i.e. mpeg or avi). The Contractor shall supply the Engineer with two DVD's prior to starting construction. The DVD shall include the following but is not limited to: 1. Full right-of-way 2. Parkway condition 3. Pavement condition 4. Curb condition 5. Driveway condition 6. Existing manholes 7. Fire hydrants 8. Fences 9. Trees and landscaped areas The recordings shall also supply a continuous audio record of the location (preferably with address), all anticipated problem areas, items, and features for the complete area to be affected by the construction. The recording shall be made on a standard DVD or other approved equal. The format of recording shall remain the same throughout the project. The audio portion shall be sufficiently free of electrical interference, background noise, and heavy foreign or regional accents to provide an oral report that is clear and complete and easily discernible. The audio portion of the DVD report shall be recorded by the operating technician as they are being produced and shall include references to the street address and type of construction to be performed at the site as specified in the plans. Audio comments pertaining to special circumstances, which may arise during the excavation, shall also be included. DVD cases which shall clearly indicate the date the video recording was taken, the designated section(s) of construction contained on the DVD, and the label "Northwest 39 Northwest Highway Water Main Lining- Maintenance Highway Water Main Lining — Maintenance" (Project #19-R0365). Two (2) copies of the finished DVD shall be delivered to the Engineer prior to commencing construction. The surface condition of excavated areas after final restoration shall be the same or better than the pre-construction site conditions as shown in the DVD. The cost of video recording and log preparation shall not be compensated for separately, but shall be considered incidental to the contract. MAINTENANCE OF ROADWAYS On the date that work begins on this project, the Contractor shall assume responsibility for the normal maintenance of all existing roadways within the limits of the improvement. This normal maintenance shall include all repair work deemed necessary by the Engineer, but shall not include snow removal operations. Traffic control and protection for maintenance of roadways will be provided by the Contractor as required by the Engineer. SAW CUT JOINTS The removal and/or replacement of any driveways, pavement, concrete curb, sidewalk, etc., shall be accomplished by means of a saw cut joint, at the direction of the Engineer. This work shall not be paid for separately, but will be included in the unit price bid for the various items. QUANTITIES FOR PAVEMENT PATCHING The quantities called for in this contract indicate the approximate amount of patching work to be expected. The actual amount for the various patching items shall be as marked out by the Engineer in the field. It shall be understood and agreed upon that the unit price for these items shall prevail throughout the period of the contract and that no additional compensation per unit price will be allowed for any increase or decrease in the patching quantity. DUST CONTROL PLAN The Contractor shall be responsible for controlling the dust and airborne dirt generated by the Contractor's construction activities. The implementation of dust control procedures shall be required if wind and dry soil conditions reduce visibility on adjacent roads and property. Concerns for health and safety to the public using adjacent facilities will be grounds for the implementation of a dust control plan. When circumstances warrant, a specific dust control plan shall be developed. The Contractor and the Engineer shall review the nature and extent of dust generating activities and cooperatively develop specific types of control techniques appropriated to that specific situation. Sample techniques that may warrant consideration include such measures as: 1. Minimize tracking of soil onto nearby publicly traveled roads; 2. Reduce vehicle speed on unpaved surfaces; 3. Cover haul vehicles; 4. Apply chemical dust suppressants or water to exposed surfaces, particularly to surfaces on which construction vehicles travel; 40 Northwest Highway Water Main Lining- Maintenance Dust control measures as indicated in the Dust Control Plan, or as directed by the Engineer shall be readily available for use on the project site. The cost of this work shall be included in the unit prices bid and no additional compensation will be allowed. TEMPORARY INLET FILTER A barrier to prevent sediment from construction disturbance from passing into the storm sewers at the paved locations. The price shall be full compensation for all labor, materials and maintenance necessary to complete and periodically maintain this item. The item shall be paid for at the contract unit price for EACH TEMPORARY INLET FILTER. SUBMITTALS The Contractor shall provide five (5) identical hard copy sets or digital copy in Adobe PDF format of submittal information to the Engineer for review prior to commencement of construction activities. Submittal information generally includes product information, catalog pages, manufacturer's instructions, product warranties, specifications, samples, shop drawings, and proposed substitutions. At a minimum, the following items shall require submittal to the Engineer: Project Schedule—The Contractor shall submit an initial project schedule. This schedule, along with percentage of completion, shall be revised and submitted along with each application for payment. Major Components — Specifications for all major components such as piping, fittings, bedding material, fasteners, seals and coatings. If a substitution is proposed, the Contractor shall provide sufficient information to allow the Engineer to determine that the material or equipment proposed is equivalent or equal to that named may accept materials or equipment of other supplies. However, the burden of proof as to the type, function, and quality of any such substitute material or equipment shall reside with the Contractor. The Engineer shall be the sole judge of whether the proposed substitution is equivalent to the named material or equipment. AGGREGATE FOR DRIVEWAY AND STREET CROSSING MAINTENANCE This item of work shall be in accordance with Section 107.09 of the Standard Specifications, which provides for temporary driveway access during construction. The cost for furnishing, placing, removing and disposing of excess aggregate will not be compensated for separately but shall be included in the unit price bid for various items. STOCKPILING OF MATERIALS AND END OF DAY CLEAN UP The Village shall designate a specific location for stockpiling of materials prior to the start of construction. Stockpiles shall not impede traffic at any time. Any areas disturbed by stockpiles shall be restored to existing conditions and shall be included in the unit price bid for various items. At the end of each working day, the Contractor shall provide a steel plate, barricades, warning tape and any other safety measures over the excavated area so that traffic is not impeded during non-working hours. Access to the property shall be maintained at all times. Placement of temporary aggregate in the roadway and in driveway areas disturbed 41 Northwest Highway Water Main Lining- Maintenance by the construction shall be used until final conditions are met. Street clean up and sweeping is also required at the end of each working day. The cost for materials and traffic control items necessary to meet these requirements shall be considered incidental to the contract. TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Traffic Control shall be according to the applicable sections of the Standard Specifications, the Supplemental Specifications, the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", any special details and Highway Standards contained in the plans, and the Special Provisions contained herein. Special attention is called to Article 107.09 and Section 701 of the Standard Specifications and the following Highway Standards, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions and Special Provisions contained herein, relating to traffic control. STANDARDS: 701001-02, 701006-05, 701011-04, 701301-04, 701311-03, 701801-06, 701901-08 DETAILS: TC-10, TC-11, TC-13, TC-14, TC-16, TC-22, TC-07 Traffic Control and Protection shall not be paid for separately but shall be included in the contract unit price bid for various items. CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD) REQUIREMENTS PER 35 IAC 1100 If the Contractor is planning on disposing of uncontaminated soils at an Illinois Environmental Protection Agency (TEPA) permitted CCDD facility, the work shall be conducted in accordance with the criteria set forth in 35 Illinois Administrative Code (IAC) 1100 as amended on August 27, 2012. The following protocol must be followed: 1. The Contractor must identify in writing the name / location of the Contractor's intended CCDD facility to the Owner (or Engineer) prior to the commencement of any construction activities. 2. The Owner (or Engineer) will contact the Contractor's CCDD facility to identify the laboratory testing or certifications required for disposal acceptance. 3. The Contractor will assist the Owner(or Engineer) in obtaining the sample(s) through the use of the Contractor's equipment. The Contractor shall expose soils at one or more distinct locations as directed by the Owner (or Engineer). The Owner (or Engineer)will determine the number, location and depth of the samples that will need to be collected for characterization of the excess soil that will be generated during the construction project. 4. The Owner (or Engineer) will be responsible for sampling / testing of the soil and preparation of the required certification form. 5. The samples will be run with standard 5 to 7 working day turnaround time unless a rush is required by the Contractor. If so, the Contractor will be responsible for additional fees associated with fast-tracking the samples. 6. Once the appropriate certifications have been prepared, the Contractor will be responsible for all hauling/disposal of material at the CCDD facility. 42 Northwest Highway Water Main Lining- Maintenance The owner will test for the following: VOC's, SVOC's, Pesticides, RCRA 8 total metals and pH. If the Contractor elects to utilize a CCDD facility that requires any additional testing not mentioned above (including the full MAC list), the Contractor will be responsible for paying all laboratory testing costs above $750. The work contained within this special provision shall be considered incidental to the various removal items contained within this contract. WATER USE The Contractor desiring to use water from municipal hydrants will be required to make an application to the Owner, and if the request is granted, shall conform with the ordinances of the municipality, as well as with the rules and regulations of the Water Department, and will be held responsible for all damages to hydrants and water pipe used for the purposes of securing water. Pipe wrenches approved by the Water Department shall be utilized for opening and closing hydrants and other appurtenances. When additional water from fire hydrants is necessary to avoid delay in normal work procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. The Owner wishes to keep accurate records of the amount of water used for the construction purposes. The Contractor shall use an approved water meter to record usage, and shall report the total water used to the Water Superintendent at the end of each working day. The Village will not charge the contractor for water used as specified. WATER MAIN SHUT DOWN The Contractor will not be allowed to shut down existing water mains. If a water main shut down is required the Village will perform all openings and closings of all water valves, fire hydrants and/or other water system appurtenances. MECHANICAL JOINT RESTRAINTS All mechanical joint restraints shall be incorporated in the design of a follower gland. The gland shall be manufactured of ductile iron conforming to ASTM A 536. Dimensions of the gland shall be such that it can be used with the standardized mechanical joint bell and tee-head bolts conforming to AWWA C111 and C153. The restraint mechanism shall consist of numerous individually activated gripping surfaces to maximize restraint capability. The gripping surfaces shall be sedges designed to spread the bearing surfaces on the pipe. Twist-off nuts, sized same as tee-head bolts, shall be used to insure proper actuating of restraining devices. When the nut is sheared off, a standard hex nut shall remain. The mechanical joint restraint device for ductile iron pipe shall have a working pressure of at least 250 psi with a minimum safety factor of 2. Gasket material identical to that described above shall be utilized at all joints and fittings. The mechanical joint restraint devices shall be EBAA Iron, Inc. MegaLug 1100 series, Uni-Flange Series 1400, or engineer-approved equal. Joint restraint for ductile iron pipe within the steel sleeve shall be Field Lok 350, for Tyton Joint pipe and fittings, TR Flex pipe and fittings, or other engineer-approved equal. Restrained ductile iron pipe shall be rated for 350 psi in accordance with ANSI/AWWA C111/A21.11 Rubber-Gasket Joints for Ductile Iron Pipe and Fittings. The difference in 43 Northwest Highway Water Main Lining- Maintenance price for the restrained joint pipe versus the push on joint pipe shall not be paid for separately but shall be included in the unit price for the steel sleeve. All design associated with mechanical joint restraints shall be completed by the contractor and his supplier. Design calculations shall be submitted to the Engineer for review and approval prior to the ordering of materials. The cost for designing, materials, and labor for furnishing, installing, adjusting, and testing of mechanical joint restraints will not be compensated for separately but shall be considered incidental to the contract. No additional compensation will be given for the weights of the mechanical joint restraint. The contractor shall not include the weights of the mechanical joint restraints in the fitting weights when submitting invoices. All connections to the existing water main shall be done with mechanical joint restraints. DUCTILE IRON FITTINGS At locations indicated on the plans or as directed by the Engineer, the water main shall be constructed around existing utility structures or other obstacles by use of tees, bends or other appropriate fittings. All fittings shall be of ductile iron material with "Megalug" retainer glands or approved equal as determined by the Owner. All fittings shall be made from gray-iron or ductile iron and furnished with mechanical joint ends. All fittings shall have a pressure rating equal to the pressure class of the pipe and shall be wrapped with an 8-mil thick polyethylene material (V-bio polywrap) per AWWA Standard C105 (AWWA Standard Polyethylene Encasement for Ductile-Iron Pipe Systems). Gasket material shall be utilized at all joints and fittings. The cost for all fittings, including that incidental to the hydrant and tapping sleeve installations, will not be paid for separately but shall be included in the unit price bid of the various applicable items. WATER MAIN LINING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Requirements to provide for the reconstruction of existing water mains by the installation of a resin-impregnated flexible tube that is inflated within the existing pipe to form a hard, impermeable, corrosion resistant pipe within a pipe. When cured, the cured-in-place-pipe (CIPP) will be formed to the original water main. 1.2 PERFORMANCE REQUIREMENTS A. All work shall comply with the terms of this specification and with the manufacturer's standards set forth for cured-in-place-pipe lining method selected by the Contractor and accepted by the Engineer. B. The Contractor shall reconstruct existing water mains by the insertion of a flexible lining tube consisting of two concentric, tubular, felt or woven polyester jackets with a watertight polymeric membrane bonded to the interior that has been saturated with a thermosetting resin. The liner shall be inserted into the existing water main either by direct inversion (ASTM F1216) using a head of water, or by pulling the tube into place by winching and then inflating it by inversion of a calibration hose (ASTM F1743). The shaping of the liner may be achieved by pushing a pig through the hose using water pressure. The 44 Northwest Highway Water Main Lining- Maintenance thermosetting resin shall then be cured by circulating hot water or steam through the tube to cure the resin into a hard-impermeable pipe. C. The Contractor shall be responsible for the successful completion of all work required herein. Failure of the Contractor's selected cured-in-place-pipe lining method to be satisfactorily installed in the existing water main shall not relieve him of his responsibility to provide satisfactorily reconstructed water mains. D. Any cost associated with the removal of the unsatisfactorily installed liner and the subsequent, satisfactory reinstallation of an approved liner shall be borne solely by the Contractor, and he shall not make any claim against the Village for this additional required work. E. Once installed, the liner shall extend from start to end points specified in a continuous tight-fitting watertight pipe-within-a-pipe, and the service connections shall be re-opened. During the warranty period, any defects that might affect the integrity or strength of the liner shall be immediately repaired or replaced by the Contractor, at his expense, pursuant to the manufacturer's recommendations, and to the satisfaction of the Engineer. F. All connecting joints shall be installed using mechanical joint fittings and shall be incidental to CIPP liner. No additional payment shall be made. These mechanical joint fittings must be submitted for approval prior to the start of this project. The water main sizing on the plans is correct to the best of our knowledge and cannot be verified until the cleaning process. Any additional cleaning, chlorination & sampling will be the responsibility of the Contractor. No additional payment will be made. Additionally, any future dry or pressure tapping of this water main for service connections are expected to be done with Village personnel without additional training or specialized equipment. Any deviation from this work process must be submitted prior to contract approval. 1.3 REFERENCES A. Codes and standards referred to in this Section are: 1. Standard Specification for Water & Sewer Main Construction in Illinois, latest edition 2. ASTM D638 3. ASTM D790 4. ASTM 1216 8.3 PART 2 PRODUCTS 2.2 QUALIFICATIONS A. The Contractor shall be certified by the cured-in-place-pipe liner manufacturer, and that the Contractor is a fully trained user of the liner method. The installation of the liner method shall be performed by trained personnel, and such training shall have been conducted by a qualified representative of the liner method manufacturer. Certificates of such training for all personnel involved in the operation of the liner method shall be provided to the Engineer prior to the start of liner installation. B. The Contractor shall have at least three years active experience in the commercial installation of the proposed product and installed a minimum of 50,000 feet of pressure pipe and 500,000 feet of CIPP. C. The product installed shall be certified by and meet all requirements of NSF to ANSI/NSF Standard 61. 45 Northwest Highway Water Main Lining- Maintenance 2.2 LINER SIZE AND LENGTH A. The liner shall be fabricated to a size that when installed will neatly fit the internal circumference of the water main to be lined. The exact sizing of these sections of water main should only be verified during the cleaning process. Any additional cleaning, chlorination & sampling will be the responsibility of the Contractor. No additional payment shall be made. The liner thickness shall be designed to adequately resist the full internal pressure and all external pressures and conditions (e.g. deflection, ring bending, buckling and minimum stiffness). The length of the liner shall be that deemed necessary to effectively span the distance and carry out the insertion and seal of the liner at the end points. The Contractor shall verify the lengths in the field before cutting the liner to length. Prior to the start of work the manufacturer of the cured-in-place-pipe liner will be required to submit design calculations for wall thickness to the Engineer. B. Allowance for circumferential and longitudinal stretching of the liner during insertion shall be made as per the manufacturer's standards. 2.3 DESIGN PARAMETERS A. The following design parameters shall be used in the design of pipe liners in addition to the manufacturer's standards and ASTM F1216: 1. Ovality of Existing Pipe 2% Minimum 2. Existing Pipe Condition Fully Deteriorated 3. Modulus of Soil Reaction 700 psi 4. Factor of Safety Against Buckling 2 Minimum 5. Live Load AASHTO HS20-44 Loading under Roadways 6. Soil Unit Weight 120 pcf Minimum (If no Boring Data is available in vicinity.) 7. Creep Reduction Factor 50% Minimum 8. Internal Pressure 50 psi 9. Depth of cover Varies(5-20') B. Liner material shall be tested in accordance with ASTM F1216, Section 8 - Inspection Practices. C. Certificates of tests shall be provided to the Engineer. 2.4 LINER MATERIAL A. The cured-in-place-pipe liner shall be composed of two concentric, tubular, felt or woven polyester jackets with a polymeric membrane bonded to the interior. The polymeric inner membrane shall be designed to ensure water tightness. The fully cured-in-place-pipe liner shall conform to the minimum structural standards as follows: 1. Tensile Strength @ Yield 3,000 psi (ASTM D638) 2. Flexural Strength 4,500 psi (ASTM D790) 3. Flexural Modulus 250,000 psi (ASTM D790) B. The liner material shall be AquaPipe System, InsituMain System, Nordpipe System, or Engineer approved equal. 46 Northwest Highway Water Main Lining- Maintenance 2.5 SUBMITTALS A. The Contractor shall furnish, prior to use of the lining materials, satisfactory written guarantee of his compliance with these specifications and the liner manufacturer's standards for all materials (felt or woven polyester jackets, watertight polymeric membrane bonded to the interior, and the thermosetting resin) and techniques being used in the method. B. Prior to the start of work the Contractor will be required to submit to the Engineer the types of resins and the resultant cure schedules for each length and size of water main to be lined. The finished liner shall incorporate thermosetting materials that will withstand the corrosive effects of normal existing chemical additives to the water supply. PART 3 EXECUTION 3.1 SUGGESTED WATER MAIN LINING CONSTRUCTION SEQUENCING A. There are four phases of water main lining work. The need for by-pass piping is to be tested after isolation and removal of any section of water main for lining installation. 3.2 SAFETY PRECAUTIONS A. The Contractor shall carry out his operations in strict accordance with all OSHA and manufacturer's safety requirements. Emphasis shall be placed upon safety requirements for entering confined spaces and working with hot water or steam. B. The Contractor shall erect such signs and other devices as are necessary for the safety of the work site and shall secure the site and conforms all work to the safety requirements of all pertinent regulatory agencies. 3.3 EXCAVATION OF INSERTION/EXTRACTION PITS, REMOVAL OF PIPE, AND ROUTE SURVEY A. The exact location of insertion/extraction pits shall be determined by the Contractor in the field, and shall be of a length and width as recommended by the pipe liner manufacturer, and as approved by the Engineer. The Contractor should use locations of existing tees, crosses, bends, reducers, and valves for access pit locations as often as possible. When an access pit is excavated and a fitting is contained within it, the contractor shall replace the fitting. The cost of the fitting replacement shall be included in the cost of Cured-In-Place Pipe (CIPP), 12". 1. The access pit work shall include all excavation. Shoring, dewatering, bracing protection, and restoration of access pits. This work shall be included in the cost of Cured-In-Place Pipe (CIPP), 12". Restoration shall be defined in section 4.2. 2. The Contractor shall excavate and remove the minimum length of pipe necessary for the liner insertion and receiving operations as per 47 Northwest Highway Water Main Lining- Maintenance manufacturer's recommendations. All connecting joints shall be installed using mechanical joint fittings and shall be incidental to CIPP liner. No additional payment shall be made. 3. The existing main shall be cut square using an approved cutting machine, leaving no split or fractured ends. All cut faces of the existing main shall be chamfered on the inside surface to a suitable profile to prevent damage to the liner pipe during or after insertion. 4. Edge guards or other means of protecting the liner from host pipe edges at insertion points must be submitted to the Engineer for review and approval. 5. A thorough examination of the route of the existing water main shall be made by after cutting of the main. This should include a pipeline location survey at no additional cost with equipment for locating any changes in direction, valves, bends, intrusions, and other fittings that may impede the insertion and/or proper inflation of the cured-in-place-pipe liner. B. AIR QUALITY A. The Contractor is advised that all liner installation work shall be carried out in full compliance with all Village, State, and Federal laws, rules, and regulations regarding Air Quality and Safety. C. PRE-CLEANING CCTV INSPECTION A. The Contractor shall provide 48 hours notice prior to a required CCTV inspection in order that the Engineer can arrange, if required, to be present for the CCTV inspection. B. The camera equipment, the cable and any other related equipment that enters the watermain shall be doused with chlorine prior to insertion into the watermain. This step will be repeated for every section that is inspected. This is done to keep the equipment clean and operating in such a manner as to prevent any contamination of the watermain during use equipment used shall be dedicated to water main use only. The CCTV equipment shall be suitable for and allow viewing of the full perimeter of pipe for all watermain sizes included in the contract. The CCTV equipment shall employ a suitable color camera with pan and tilt capability. The range of the camera equipment from one access shall allow single pass inspections of not less than 600 feet of watermain length. C. When suitable access has been made to the interior of a section of watermain to be lined, a preliminary CCTV inspection shall be performed and recorded. The CCTV inspection shall be used to determine that the inside condition of the watermain (including whether there are any existing coatings or linings), can be made suitable for CIPP lining, and to locate any watermain configurations (such as vertical bends, tees, diameter changes, etc) that are not previously identified. The CCTV inspection shall also be used to determine location of further access pits that may be needed based on the findings of the inspection. CCTV inspection shall note the location of water services which are to be temporarily plugged during liner installation. 48 Northwest Highway Water Main Lining- Maintenance D. Where the CCTV inspection finds that the watermain section is in a condition that cannot be made suitable for lining by the cleaning and preparation process, the Contractor shall advise the Engineer of this finding within 48 hours. In this situation, the Contractor shall wait for further instruction from the Engineer before undertaking any further work on the watermain section. Further instruction may include deleting the section from lining, replacing part or all of the section with new watermain, or some other appropriate action to be taken. In such a case, the CCTV inspection will be paid and any further work required that is outside of the contract will be negotiated with the Contractor. E. The watermain shall be sufficiently dry so that any remaining water does not obscure any part of the interior of the watermain during the CCTV inspection. The inspection speed shall allow proper analysis of the watermain condition with a maximum travel speed of 15 feet/minute. The inspection must stop and view each service connection clearly and completely for at least 5 seconds. The camera shall provide sufficient light and proper focus to enable clear viewing of the pipe surface at all locations. F. Each individual CCTV inspection shall be continuous over the watermain section. The CCTV shall have on-screen identification, using Village provided identification numbers, of the location of the inspection including a start screen (or screens) that show all of the information necessary to describe and locate the CCTV inspection. During the inspection the screen shall continuously show a brief watermain section identification and the metered location of the camera within the watermain. G. Each individual watermain section CCTV inspection shall be recorded and the recording shall be the complete continuous CCTV inspection. The recorded CCTV inspection shall be provided to the Engineer on DVD or other approved media. The file name in the DVD shall clearly and concisely identify the CCTV inspection. A DVD may contain more than one CCTV inspection provided that the file name for each inspection properly identifies the CCTV inspection. Filenames that do not properly identify the inspection video will result in rejection of the DVD by the Engineer. Video inspection file format shall be an MPEG-2 (or other Engineer approved format) that is suitable for proper playback on commonly used video file playing software applications. At minimum the video files must play properly on correctly configured, up to date versions of Microsoft Windows Media Player, VideoLAN VLC Player and Apple QuickTime Player. Video files that do not play properly on all 3 players will be rejected. H. The video inspection shall be accompanied by an inspection report in PDF format on the same DVD. The report shall list and locate all features noted in the CCTV inspection including service connections. The CCTV inspection file and the PDF report file shall be grouped together on the DVD along with any other information relevant to the specific CCTV inspection. The inspection report for each section of watermain inspected shall report as a minimum: contract number, street name, date of inspection, pipe type and size, start and 49 Northwest Highway Water Main Lining- Maintenance end locations, length of pipe inspected, summary comments, disk, tape and file numbers. Village provided identification numbers shall be used. The summary comments should identify all distinguishing features of the watermain to include but not limited to service locations, condition of liner (or pre-lining condition of watermain), bends, valves, ponding water and poor visibility. I. CCTV inspections (including reports) shall be submitted to the Engineer. These submissions will be used by the Engineer to determine, in part, that the CIPP watermain lining work meets contract requirements and is acceptable to the Engineer. 3.6 CLEANING A. The cleaning of the existing water main is a critical step in the reconstruction of the existing water main with a cured-in-place-pipe liner method. Pipes shall be cleaned by the Contractor, as needed, with high-velocity jet cleaners, mechanically powered equipment, cable-attached devices, fluid- propelled devices (e.g., pipe pigs) or any method as shown in AWWA Manual on Cleaning and Lining Water Mains, M28. B. The Contractor shall clean the existing water mains using a cleaning method that is approved by the Engineer. The cleaning method shall remove all rust, scales, tuberculation, deposits, loose or deteriorated remains of any original coatings and other foreign materials from the inside of the pipe that will allow the new composite liner to tightly fit to the existing host pipe as required by the manufacturer. C. All internal debris should be removed from the original pipeline. The Contractor shall lawfully dispose of all materials removed from the pipe during the cleaning operation at an off-site location, and shall pay for all associated landfill fees and taxes. DIP water main shall conform to AWWA C151/ANSI A21.51, designed per AWWA C150/ANSI A21.50, and shall comply with AWWA C 1 04/AN S I A21.4-95. 3.7 POST-CLEANING CCTV INSPECTION A. When the cleaning has been fully completed for a watermain section, a post- cleaning CCTV inspection (including report), shall be performed and recorded. The CCTV inspection and report shall be used by the Engineer (and the Contractor) to determine that the watermain cleaning is in accordance with requirements and that the watermain interior condition is suitable for lining. When required by the Engineer, the Contractor shall notify the Engineer 48 hours in advance of the CCTV inspection so that the Engineer may be present for the live CCTV inspection. B. The camera equipment, the cable and any other related equipment that enters the watermain shall be doused with chlorine prior to insertion into the watermain. This step will be repeated for every section that is inspected. This 50 Northwest Highway Water Main Lining- Maintenance is done to keep the equipment clean and operating in such a manner as to prevent any contamination of the watermain during use. C. The CCTV inspection report shall be submitted to the Engineer for his or her approval of the cleaning and preparation 48 hours prior to the start of lining of the watermain section. Lining shall not take place unless the Engineer has approved the cleaning. In some circumstances, the Engineer may waive the requirement for receiving and approving the submission before lining - such as in the case of approving the cleaning during live viewing of the CCTV inspection. However, even when the Engineer waives the 48 hour prior to lining requirement, the inspection shall remain a required submission to be received no later than the final CCTV inspection of the completed liner. D. This work shall be included in the cost of Cured-In-Place Pipe (CIPP), 12". 3.8 FINAL CCTV INSPECTION OF COMPLETED LINER. A. Upon completion of the lining of a watermain section, a CCTV inspection shall be performed and recorded. The CCTV recording and reports shall be submitted to the Engineer for approval. The Engineer shall use the CCTV submission as part of his or her process for approving the watermain liner installation. B. The camera equipment, the cable and any other related equipment that enters the watermain shall be doused with chlorine prior to insertion into the watermain. This step will be repeated for every section that is inspected. This is done to keep the equipment clean and operating in such a manner as to prevent any contamination of the watermain during use. C. This work shall be included in the cost of Cured-In-Place Pipe (CIPP), 12". 3.9 EQUIPMENT SPECIFICATION A. The Contractor shall provide suitable temperature and pressure gauges in accordance with the manufacturer's standards and specifications. Puller unit/winch cable shall be equipped with manufacturer recommended tension gauge, and shall be smooth running and variable speed. The cutting device shall be a remote monitored device for use inside the lined pipe. B. The Contractor shall prepare and inspect all necessary tools and any spare parts that are required for equipment that suffer frequent breakdowns, and shall ensure that said tools and spare parts are available at the site. The Contractor shall also prepare and make operable all necessary communication equipment for his field crew. 3.10 INSTALLATION OF LINER A. Prior to the installation of liner, the Contractor shall fully comply with NSF/ANSI 61, inclusively, and with any additional requirements set forth in the specific provisions applicable to the respective lining method. The Contractor shall not proceed with the installation of liner until the Engineer, in 51 Northwest Highway Water Main Lining- Maintenance writing, certifies such compliance and directs the Contractor to proceed with the lining installation. The approved liner shall be installed pursuant to the specific provisions set forth for the lining method. If any problem occurs during the installation operation the Contractor shall investigate with a television camera from the remote end. B. Preparing and inserting the liner: 1. The Contractor shall designate a location where the uncured resin in the original containers and the un-impregnated liner will be impregnated prior to installation. The Contractor shall allow the Engineer and/or his representative to inspect the materials and chemical impregnation "wet out" procedure. A resin and catalyst system recommended by the liner manufacturer and approved by the Engineer shall be used. The quantities of the liquid thermosetting materials inserted into the lining tube shall be as per manufacturer's standards to fully saturate the liner material and provide the lining thickness specified. 2. Immediately after cutting and prior to installation of liner, the ends of the adjacent existing water main that are not to be lined at the insertion/extraction points shall be covered/plugged so that no debris shall enter into them during reconstruction work. Water services shall be temporarily connected to existing watermain and water services in water main to be lined shall be plugged, temporarily. 3. The chemical impregnated liner material shall be inserted into the water main being reconstructed through the insertion point by either the direct inversion method or by the pull-in-place method, as recommended by the manufacturer. The head used to extend the liner tube shall be sufficient enough to fully extend the tube both circumferentially and longitudinally. The shaping of the liner may be achieved by pushing a pig through the hose using water pressure. The head used will fall within the manufacturer's guidelines to ensure that a proper finished thickness is achieved and that the liner fit snug to the existing pipe wall producing dimples and/or at service connections and flared ends at the entrance and exit points. 4. Puller unit/winch cable shall be equipped with a tension gauge to measure tension during pull through. 5. Inflation of liners used shall be accomplished in accordance with manufacturer's standards and specifications. The heat sources for curing the resin into a hard-impermeable pipe by using circulating hot water or steam. 6. Curing temperatures and pressures shall be monitored so as not to overstress the liner and cause damage or failure of the liner prior to cure. 7. The use of a lubricant is recommended, and such lubricant shall be compatible with liner and resin. C. Curing of the Iiner:After inflation or inversion is completed, the Contractor shall supply a hot water or steam heat source. The equipment shall be capable of delivering hot water or steam to the far end of the liner to uniformly raise the temperature in the entire liner above the temperature required to initiate and effect curing of the resin system. The temperature shall be determined by the resin/catalyst system employed. The heat source shall be fitted with suitable 52 Northwest Highway Water Main Lining- Maintenance monitors to gauge the temperature and pressure of the incoming and outgoing heat exchanger circulating heating medium. Thermocouples or temperature gauges or infra-red gun shall be used at insertion and extraction points to determine and record the temperature of the liner and time of exotherm. 1. Initial cure shall be deemed to be completed when inspection of the exposed portions of the liner show it to be hard and sound; and when temperature reading(s) at the interface of the liner with the host pipe indicate sufficient heating has occurred. The cure period shall be of a duration recommended by the resin manufacturer; modified for the site- specific conditions at the time curing is affected. During this cure time, the temperature inside the liner will be continuously maintained in the range required. 2. Once the cure is complete, the Contractor shall cool the hardened liner to a temperature below one hundred degrees Fahrenheit (100°F) before relieving the internal pressure. Cool down shall be accomplished as recommended by the manufacturers. Care shall be taken in the release of the internal pressure so that a vacuum will not develop that could damage the newly installed liner. 3. The finished lining shall be continuous over the entire length and be free from visual defects such as foreign inclusions, dry spots, pinholes and delaminations. The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to the inside of the lined pipe. 4. If at the insertion/extraction ends the lining fails to make a tight seal, the Contractor shall apply a seal of a resin mixture compatible with the liner. 5. After the curing has been completed, any residual water that adheres to the inner wall of the liner shall be removed. This residual water shall be collected and pumped from the channel of the insertion/extraction points and discharged into a sewer as permitted by the sewer owner. Provide treatment prior to discharge if it is required by the sewer owner. 3.11 PRESSURE TESTING A. After preliminary television inspection is completed, pressure testing of the lined existing water main shall be conducted in accordance with ASTM F1216 at 2 times the known working pressure or at the working pressure plus 50 psi, whichever is less for two (2) hours. The Contractor shall submit all testing results to Village of Mt. Prospect within 36 hours of any on-site testing. This item will not be paid for separately, but shall be considered incidental to the contract. 3.12 PIECING-UP A. After final television inspection and installation is completed, the removed sections of the existing pipeline (e.g. at insertion/reception pits, valves, connections, etc.) shall be reconstructed in accordance with the specifications, using mechanical joint fittings and Class 56 Ductile Iron Pipe. The necessary end pieces shall be installed to make proper connection to the cut and lined existing water main pipe. All connecting joints shall be installed using 53 Northwest Highway Water Main Lining- Maintenance mechanical joint fittings, and shall be incidental to CIPP liner. No additional payment shall be made for fittings. The water main shall be paid for at the contract unit price per FOOT for 12" DUCTILE IRON WATERMAIN WITH POLYETHYLENE ENCASEMENT. 3.13 RE-INSTATE WATER SERVICES A. After pressure testing, disinfection and testing, re-instate existing water services. 3.14 DISINFECTION A. The lined potable water main shall be disinfected in accordance with AWWA C651 "Disinfecting Water Mains" and the Standard Specifications for Water and Sewer Main Construction in Illinois, which shall include initial flush and disinfection to 50 ppm with gaseous chlorine or other acceptable methods. Acceptable concentration after 24 hours shall be 25 ppm. Satisfactory disinfection shall be demonstrated in accordance with the requirements of 35 III. Adm. Code 652.203. 3.15 RE-COMMISSIONING A. Re-commissioning of water main shall be done in accordance with "Standard Specifications for Water & Sewer Main Construction in Illinois" or as ordered by the Engineer. The water main shall be restored after acceptable samples have been obtained and approved by the Engineer. PART 4 RESTORATION AND INCIDENTAL CONSTRUCTION 4.1 GENERAL A. Upon acceptance of the installation work and testing, the Contractor shall restore the project area affected by the operations to a condition at least equal to that existing prior to the work. 4.2 RESTORATION A. The Contractor shall restore all areas disturbed as part of the lining of the water main. This shall include: 1. Temporary Access: The Contractor shall construct and maintain an aggregate surface course for temporary roads, approaches, and entrances according to Article 402.07 of the Standard Specifications, Section 208 and as directed by the Engineer. Aggregate base course used for temporary shall meet the requirements of Section 208. This work shall not be paid for separately, but shall be included in the contract price for Cured-in-Place Pipe (CIPP) 12". 2. Commercial HMA Driveways: Existing asphalt driveways shall be restored meeting IDOT and the details shown on the plans. This work shall not be paid for separately, but shall be included in the contract price for Cured-in- Place Pipe (CIPP) 12". 54 Northwest Highway Water Main Lining- Maintenance 3. Commercial PCC Driveways: Existing concrete driveways shall be restored meeting the requirements of The Village of Mt. Prospect and the details shown on the plans. This work shall not be paid for separately, but shall be included in the contract price for Cured-In-Place Pipe (CIPP), 12". 4. HMA Pavement: Existing asphalt pavement shall be restored with Class D patches. The patching shall follow the requirements of Section 442 of the Standard Specifications, IDOT Highway Standard 442201-03 for Class D patches, the requirements of IDOT and as shown on the details provided on the plans. This work shall not be paid for separately, but shall be included in the contract price for Cured-In-Place Pipe (CIPP), 12" for areas beyond shown on the plans. 5. Combination Concrete Curb and Gutter: Existing curb and gutter removed, damaged, or undermined shall be restored with new combination concrete curb and gutter matching the type of existing curb and gutter and meeting the requirements of Section 606 of the Standard Specifications, and as shown on the details provided on the plans. This work shall not be paid for separately, but shall be included in the contract price for Cured-In-Place Pipe (CIPP), 12" for areas beyond shown on the plans. 6. Restoration of all areas beneath paved surfaces, or within 2 feet of paved surfaces, shall include backfilling with trench backfill meeting the requirements of the Section 208. Restoration of all paved areas shall also include repair or replacement of the existing aggregate subbase (when required by the Engineer) and compaction of all exposed subbase. This work shall not be paid for separately, but shall be included in the contract price for Cured-In-Place Pipe (CIPP), 12" for areas beyond shown on the plans. 7. Landscaping Restoration: Existing landscaped areas and parkways shall be restored meeting the requirements IDOT and the Village of Mount Prospect. This work shall not be paid for separately, but shall be included in the contract price for Cured-In-Place Pipe (CIPP), 12". 8. Pavement Markings: The Contractor shall record the locations of existing pavement markings prior to removing pavement. The markings shall be replaced on the new pavement at the existing locations in accordance with Section 780. This work shall not be paid for separately, but shall be included in the contract price for Cured-In-Place Pipe (CIPP), 12". 4.3 INCIDENTAL CONSTRUCTION A. All work shown on the plans and in the Schedule of Prices shall be paid at the designated unit price. Items not shown in the Schedule of Prices shall be incidental to the unit price of Cured-In-Place Pipe (CIPP), 12". B. Erosion Control 1. The work shall be performed in accordance with IDOT. The Contractor shall be responsible for providing all required erosion control measures necessary to prevent sediment from leaving the project area or entering the existing storm sewer system. This may include the use of perimeter erosion barrier, temporary erosion control seeding, erosion control blanket, or other measures deemed necessary by the Contractor or the Engineer. 55 Northwest Highway Water Main Lining- Maintenance This work shall not be paid for separately, but shall be included in the contract price for Cured-In-Place Pipe (CIPP), 12". C. Temporary Fence 1. The work shall be performed in accordance with IDOT. The Contractor shall be responsible for providing all required temporary fence measures to protect and prevent damage to the existing plant material. This includes costs for materials and labor to provide, install and remove all temporary fence required for construction. This work shall not be paid for separately, but shall be included in the contract price for Cured-in-Place Pipe (CIPP) 12". D. Traffic Control 1. This works shall be performed in accordance with IDOT. This includes costs for materials and labor to provide, install and remove temporary traffic control devices required for construction. This work shall not be paid for separately, but shall be included in the contract price for Cured-in-Place Pipe (CCIP) 12". E. Remove Valve and Valve Vault 1. This work shall be performed in accordance with the applicable portions Section 561 of the IDOT Standard Specifications Section 42 of the Standard Specifications for Water and Sewer Construction in Illinois. This work shall include all required excavation and the removal and disposal of existing water valves and valve vaults, at locations shown on the plans or when directed by the Engineer. 2. Restoration of the ground surface (paved or unpaved) shall be included in the cost of Class D patches. 3. The removal and disposal of existing water valves and valve vaults shall not be paid for separately, but shall be included in the contract price for EACH 12" VALVE AND VAULT, TYPE A, 5' DIAMETER, TYPE 1 FRAME, CLOSED LID. F. Butterfly Valves and Valve Vault 1. This work shall be performed in accordance with standard specifications for water and sewer construction in Illinois. This work shall include all required excavation and the installation of new water valves and valve vaults when directed by the Engineer. 2. This work shall be paid for at the contract unit price EACH for 12" VALVES IN VALVE VAULT, TYPE A, 5' DIAMETER, TYPE 1 FRAME, CLOSED LID. G. 12" DI Water Main 1. This work shall be performed in accordance with Standard Specifications for Water and Sewer Construction in Illinois. This work shall include all required excavation and the installation of new ductile iron water main as shown on the plans, details and as directed by the Engineer. This includes the work required for the bypass piping at Prospect Manor Avenue. 56 Northwest Highway Water Main Lining- Maintenance 2. This work shall be paid for at the contract unit price per FOOT for 12" DUCTILE IRON WATER MAIN WITH POLYETHYLENE ENCASEMENT. PART 5 GUARANTEE 5.1 GURANTEE A. The Contractor shall guarantee his work against any defect in material or workmanship. This guarantee shall continue for a period of one year from the date of final payment. PART 6 BASIS OF PAYMENT 6.1 BASIS OF PAYMENT A. This work will be paid at the contract unit price per FOOT for CURED-IN- PLACE PIPE (CIPP) 12" which price shall include materials, equipment and labor necessary to perform the work as herein specified. WATER MAIN REMOVAL, [SPECIFIED SIZEI This work shall consist of the removal of existing water main as shown on the plans. The Contractor shall cap both ends of the water main to be abandoned in place. The capping of the water main shall be paid for as specified under the Cut and Cap special provision contained here elsewhere. The unit price shall include full compensation for the cost of excavation and disposal of excess materials, disposal of water main pipe and appurtenances removed, and trench backfill. The cost for this work shall be paid for at the contract unit price per FOOT for WATER MAIN REMOVAL, [SPECIFIED SIZE]. STAINLESS STEEL WATER MAIN T-HEAD BOLTS AND NUTS Stainless steel T-head bolts and nuts shall be series S30400 AISI 304 meeting ASTM A193. To prevent galling the entire surface of the bolt shall be spray coated with burgundy colored 1010 Xylan as manufactured by Whitford Worldwide. DETECTABLE WARNINGS Where existing walk is to be replaced adjacent to new curb at the intersection return or in locations as directed by the Engineer, a sidewalk ramp shall be constructed in accordance with the applicable IDOT Standard for Perpendicular Curb Ramps for Sidewalks and Section 424.09 of the Standard Specifications and the detail included in the plans except as modified herein. Sidewalk ramp replacements at intersection corners shall be performed in accordance with latest ADA standards adopted by the Illinois Department of Transportation in effect at the time bids are received. Side curbs shall not be installed. Detectable Warnings to be used shall be prefabricated inserts made of polymer composite material, red in color and shall be five feet wide by two feet in length (5' by 2'). The Contractor shall furnish and install detectable warning plates that meet Village of Mount Prospect Standards. The Contractor is responsible for the installation of the device according to the manufacturer's specifications and the handicap ramp as described in the contract plans and specifications. Dyed or painted concrete will not be allowed. 57 Northwest Highway Water Main Lining- Maintenance This work shall be incidental to the CURED-IN-PLACE PIPE LINING, 12" and will include all materials, labor and equipment to perform the work as herein specified. SIDEWALK REMOVAL This item includes the complete removal of concrete sidewalks at locations designated by the Engineer. Sidewalk removal shall be completed in accordance with Section 440 of the Standard Specifications. The Contractor shall remove existing sidewalk by means of a saw cut to prevent damage to that portion which is to remain in place. Any tree roots within the aggregate base shall be removed prior to installation of the new sidewalk and shall be considered incidental to the pay item. The cost of any excavation which may be necessary to construct a four-inch (4") aggregate base that does not currently exist shall be considered incidental to this item, and shall be completed in accordance with applicable portions of Sections 202. This work shall be incidental to the cost of the CURED-IN-PLACE PIPE (CIPP) 12". CLASS D PATCHES, TYPE IV, 11 INCH All work shall be in accordance with Sections 351, 406 and 440 of the Standard Specifications and the Pavement Restoration Detail, as shown in the plans. This work shall be performed at the locations designated on the plans or as directed by the Engineer. The Contractor shall take great care not to damage the existing pavement beyond the minimal amount necessary to facilitate the installation of the new water main. Removal shall be accomplished by means of a full-depth saw cut. Any pavement damaged due to Contractor negligence or carelessness shall be replaced to the satisfaction of the Engineer at the Contractor's expense. This pay item shall also include removal of trench backfill to facilitate placement of asphalt. Patching widths for this pay item shall be limited to the trenching width plus 12" on each side. The Contractor shall minimize the amount of disruption of the pavement as practical during construction. No additional compensation will be given for patching required beyond these limits. Following proper compaction of the granular trench backfill, eight inches (8") of Portland Cement Concrete or Hot-Mix Asphalt Binder Course, IL 19.0, N50 and three inches (3") of Hot-Mix Asphalt Surface Course, Mix D, N50 shall be placed and compacted in accordance with Articles 406.06 & 406.07 of the Standard Specifications. Where pavement is removed that will temporarily impede traffic on any of the roadways or at driveway locations, one-way traffic and access to the property shall be maintained with temporary aggregate conforming to Section 1004 of the Standard Specifications. The Contractor shall periodically monitor the condition of temporary aggregate to ensure that a safe travelway exists, adding additional aggregate material when necessary. The work and all labor and materials necessary for installation and maintenance of roadways throughout construction shall be considered incidental to CLASS D PATCHES, TYPE IV, 11 INCH. 58 Northwest Highway Water Main Lining- Maintenance The cost for furnishing all labor, materials and equipment necessary for the above pavement replacement items shall be paid at the contract unit price bid per SQUAARE YARD for CLASS D PATCHES, TYPE IV, 11 INCH. VALVE VAULTS Valve vaults shall be installed at the locations indicated in the plans or as directed by the Engineer and shall conform with the detail included in the plans. Valves shall be centered directly under the vault lid opening unless otherwise approved by the Engineer. Valve vaults shall conform to ASTM C478 and ASTM C443. For valves up to and including 8 inches in diameter, valve vaults shall have a forty-eight (48) inch inside diameter; for pressure connections and valves larger than 8 inches in diameter, valve vaults shall have a sixty (60) inch inside diameter. A maximum of three (3) adjusting rings may be used to a maximum height of twelve inches (12"). Rubber noise rings shall be used in all traffic areas. All joints between vaults sections shall be sealed with mastic and McWrap or equal shall be used around the outside wall of the vault at the joints. All vaults shall be provided with a heavy duty Type 1 frame and closed lid. The manhole frame and cover shall be East Jordan 1050 embossed "WATER" and "VILLAGE OF MOUNT PROSPECT" and have recessed pick hole that does not create an opening in the manhole cover. All valves 8 inches and smaller shall be Mueller resilient wedge gate valves #A-2360-20, non-rising stem gate valves abiding to AWWA C515 (AWWA Standard for Resilient- Seated Gate Valves for Water Supply Service) and AWWA C550 (AWWA Standard for Protective Interior Coatings for Valves and Hydrants). All proposed valves larger than 8 inches shall be Pratt butterfly type with extension stem and ground level position indicator, or approved equal Mueller or EJIW iron body, rubber, Muetter or EJIW seat butterfly valve, Class 1508, counter clockwise to open, conforming to AWWA C504 (AWWA Standard for Rubber-Seated Butterfly Valves) and approved by the Owner. Valve vault construction shall be as specified in the Division II Technical Specifications and detail drawings shown in the plans. Measurement for payment shall be per EACH for valve vaults installed, and shall include the appropriate [SPECIFIED SIZE] VALVES in VALVE VAULT, TYPE A, [SPECIFIED SIZE]-DIAMETER, TYPE 1 FRAME, CLOSED LID, or [SPECIFIED SIZE] TAPPING SLEEVE AND VALVE VAULT, TYPE A, 5'- DIAMETER, TYPE 1 FRAME, CLOSED LID. WATER MAIN LINESTOPS Under this item Contractor shall furnish all materials, labor and equipment to properly install and set linestops into the existing water mains, in parkway or pavement locations, where determined by the Engineer as being necessary to facilitate the capping of existing water main. Description of procedure The linestopping procedure is a means of temporarily plugging a water or sewer force main without disrupting pressure or service upstream of the linestop. A pressure tap is 59 Northwest Highway Water Main Lining- Maintenance first made into the main, allowing insertion of the linestop-plugging device into the main under pressure. By using a special linestop fitting, the tapping valve can be recovered after the linestop-plugging head has been removed from the main. The suggested procedure consists of the following fourteen steps. 1. Excavate, expose, and clean the exterior of the main. 2. Assemble split linestop fitting around the main. 3. Mount temporary tapping valve to nozzle of fitting. 4. Pressure test. 5. Mount tapping machine; open valve; pressure tap; retract cutter; close temporary valve; remove tapping machine. 6. Mount linestop machine; open temporary valve; insert linestop plugging head into main. 7. Test for shutdown. 8. Cut downstream main. Perform required work. 9. Refill downstream piping. Pressure test. 10. Retract linestop plugging head. Close temporary valve. Remove linestop machine. 11. Install completion machine; open valve. 12. Insert completion plug into nozzle of linestop fitting. 13. Remove completion machine and temporary valve. 14. Install screwed pipe cap or blind flange onto nozzle of linestop fitting. Interruption of flow The existing water mains, upstream of the linestop(s), cannot be shut down or taken out of service. To ensure that the entire operation shall be accomplished without interruption of upstream water service of flow, the installation shall be accomplished by Contractor personnel skilled and experienced in the procedures specified to linestops of this size on cast iron or ductile iron water main. Linestop fittings: The linestop fitting shall consist of a two (2) part, full encirclement stainless steel saddle with a stainless steel nozzle MIG welded to the upper saddle half. Accessories shall include all fasteners and gaskets noted below. The stainless steel used in the saddle halves shall be Type 304, a minimum of 16 gauge (.0598") thick. 60 Northwest Highway Water Main Lining- Maintenance The linestop nozzle shall be machined form seamless pipe or tubing and shall have an external pipe thread to receive a screwed pipe cap at the end of the work. The interior shall be threaded to receive the completion plug. The full encirclement saddle gasket shall be molded from an elastomer compound that will resist compression set and is compatible with drinking water in the temperature angle of-40 to 150 degrees F. The gasket shall have molded grid pattern on the surface that seals against the main. The longitudinal ends of the gasket shall be tapered to allow sealing at the lap joint. Materials for bolts and nuts shall be Type 304 stainless steel. If applicable, the linestop fittings shall be compatible with the end users existing Hydra- Stop equipment. Diameter and condition of mains Sizes of mains shown on plans have been taken from records, and were not verified in the field. The class of iron pipe is not known. Before any excavation is started, the Contractor must have available at the job site linestop fittings that will fit both Class AB and Class CD pipe, and that he further has fittings on the job to fit pipe a nominal size larger and smaller than the proposed linestop. Heavy tuberculation can be anticipated in the existing mains. Material drawings At request of the Engineer, the Contractor shall submit three (3) sets of drawings, furnished by the manufacturers, fully and distinctly illustrating and describing the linestop fitting proposed to be furnished. Installation of linestop fitting Contractor shall first wire brush and grind the exterior of the main to remove any debris, corrosion, or other surface irregularities that might interfere with the proper sealing of the linestop-fitting gasket. Under no circumstances shall the Contractor attempt to reshape or bend a linestop saddle in order to obtain greater gasket compression. All gasket-sealing surfaces shall be thoroughly coated with Permatex No. 2 sealing compound, or approved equal, prior to assembly around the main. Fasteners shall be tightened in accordance with manufacturer's instructions. Pressure test The assembled linestop fitting and valve assembly shall be pressure tested. Thrust and support blocking If the existing main is to be cut in the same excavation as the linestop, the Contractor will be responsible for bracing or restraining the water main clamp snugly against the linestop fitting and bracing with timbers against undisturbed soil in the excavation. 61 Northwest Highway Water Main Lining- Maintenance The Contractor will install any permanent concrete support or reaction blocking or other restraint as necessary. Cutting operation Drilling equipment shall be in good condition, and equipped with a power drive to insure smooth cutting and to minimize shock and vibration. The shell cutter shall have carbide teeth to insure adequate performance if the existing main contains chill spots, sand inclusions or has cement lining. Cutting equipment is to be chlorinated prior to staring the pressure tap. Linestop operation The resilient plugging (sealing) elements shall be free from cuts, nick or other surface defects that could prevent a satisfactory shutdown. The sealing elements shall be inserted into the main by self-contained hydraulic or jackscrew actuators. Linestop Units are to be lightweight so they can be handled by manpower alone (no crane necessary). The units furnished will be able to shut down heavily tuberculated lines through the expansion of the Stopper Rubber itself. Stationary (nonexpendable) stoppers needing a brushing technique are not acceptable. No two holing (line-up), or knowledge of direction of flow will be necessary. In the event that a satisfactory initial shutdown cannot be obtained by a linestop, Contractor shall repeatedly insert and remove the plugging head in an effort to break up tuberculation or other debris that interferes with a good shutdown. If a satisfactory shutdown cannot be made at that location, the Contractor will, at his own expense, install a new linestop fitting upstream of the first, and continue repeating the process until a satisfactory shutdown is accomplished. Linestop Equipment is to be chlorinated prior to inserting into the main. Extent of shutdowns Shutdowns will be accomplished using linestops alone, or in combination with existing valves. Because of the interior condition of the mains and/or the age of the valves, "bottle- tight" shutdowns are not anticipated. A satisfactory shutdown is one which allows the required work (i.e. valve replacements, etc.) using drainage pumps to de-water the excavation, with workmen wearing boots and rain gear, if necessary. If leakage is excessive, Contractor and municipal personnel will cooperate in using 11geophones" or other listening devices to determine where the leakage is occurring. If excessive leakage is flowing through the municipal water valves, the municipality will determine whether to close additional valves or to authorize a Contract Extra to install more linestops. Restoration 62 Northwest Highway Water Main Lining- Maintenance The linestop work will generally be performed in either a parkway or a pavement area. It is the intent of the contract to minimize any area disturbed by means of construction. Basis of payment This work will be paid for at the contract unit price EACH for LINE STOP [SPECIFIED SIZE], which price shall include all materials, equipment and labor necessary to perform the work as herein specified. DUCTILE IRON WATER MAIN WITH POLYETHYLENE ENCASEMENT This work shall consist of the construction of various sized ductile iron water main at locations indicated on the plans or as directed by the Engineer. The water main shall be zinc-coated "Ductile Iron," ANSI thickness Class 56, McWane Tyton, "Push-On" Joint, or approved equal, and must meet all applicable requirements of ANSI A21.51, AWWA C151 (AWWA Standard for Ductile-Iron Pipe, Centrifugally Cast for Water), ANSI A21.10, AWWA C110 (AWWA Standard for Ductile Iron and Grey Iron fittings for Water), AWWA C153 (AWWA Standard for Ductile-Iron Compact Fittings For Water Service), ANSI A21.11, AWWA C111 (AWWA Standard for Ductile-Iron and Grey-Iron Fittings For Water), ANSI A21.4, AWWA C104 (AWWA Standard for Cement Water Lining for Ductile Iron Pipe and Fitting for Water) specifications. All water mains shall be wrapped in 8-mil thick polyethylene encasement (V-bio polywrap) in accordance with ANSI A21.5 and AWWA C105 (AWWA Standard for Polyethylene Encasement for Ductile-Iron Pipe Systems) Method B, with pipe and joints wrapped separately. Measurement shall be made along the centerline of water main installed. The cost for furnishing all labor, materials, fittings and equipment necessary for excavation, construction of the new water main, backfilling, all materials and labor required for wrapping the water main will be paid for at the contract unit price per FOOT for 12" DUCTILE IRON WATER MAIN WITH POLYETHYLENE ENCASEMENT. REMOVE AND REPLACE STORM SEWER WITH WATER MAIN QUALITY PIPE At locations where the proposed water main crosses existing storm sewers, removal and replacement of sewer sections may be required to maintain proper vertical separation between the two utilities. At locations where the proposed water main is parallel to existing storm sewers, removal and replacement of sewer sections may be required because the proper horizontal separation between the utilities cannot be maintained. The storm sewer replacement must be with water main quality pipe. Storm sewer removal and replacement shall be completed in accordance with Section 551 of the Standard Specifications, and only when determined necessary in the field by the Engineer. Crossings shall be constructed in accordance with the plans and as directed by the Engineer. Care shall be exercised by the Contractor in the removal of the storm sewer so that the remaining storm sewer on either side of the crossing is not damaged. The method and materials to be used for the reconnection to the storm sewer shall be approved by the Engineer/Owner. When mission couplings are used, they shall be non-shear couplings. Trench backfill required for the removal and replacement of the storm sewer shall be incidental to the cost of the CURED-IN-PLACE PIPE (CIPP), 12". 63 Northwest Highway Water Main Lining- Maintenance Storm sewer removal and replacement shall be measured in place along the centerline of sewer installed, and the cost for excavating, [SPECIFIED SIZE] storm sewer and replacement with water main quality ductile iron pipe, including all work and materials, shall be paid for at the contract unit price per FOOT of REMOVE AND REPLACE [SPECIFIED SIZE] STORM SEWER WITH WATER MAIN QUALITY PIPE. FIRE HYDRANT WITH AUXILIARY VALVE, VALVE BOX AND TEE This work shall consist of the installation of new hydrants, auxiliary valves, valve boxes, tees and associated pipe and fittings at the locations indicated in the plans or as directed by the Engineer. Hydrants shall be approved by the Owner. The cost for pipe, if any, needed for offsetting the hydrant from the water main shall be incidental to the hydrant construction. All hydrants shall be Muller Superior Centurion 250 A-423 or approved equal. All hydrants shall be painted yellow as directed by the Owner. All work shall be in accordance with the Division II Technical Specifications of this contract. The cost for this work will be paid for at the contract unit price bid per EACH for FIRE HYDRANT WITH AUXILIARY VALVE, VALVE BOX AND TEE. FIRE HYDRANTS TO BE REMOVED & SALVAGED This item of work where indicated on the plans shall be in accordance with Article 564.02 of the Standard Specifications for Road and Bridge Construction. Existing hydrants and auxiliary valves shall be carefully disconnected from the existing water main, install cap, install thrust block and deliver hydrant to the public works garage. The hydrant shall remain the property of the Owner. This work will be paid for at the contract unit price per EACH for REMOVE FIRE HYDRANT. 1" WATER SERVICE (SHORT) This item shall include the connection and installation of new water services, open cut under the roadway, curb parkway, sidewalk and all necessary appurtenances from the new water main to the property line or at a location as directed by the Engineer. All work shall be completed in accordance with Section 562 of the Standard Specifications and the detail included in the plans. The Contractor shall provide adequate protection of the water services when the services are subject to IEPA horizontal and vertical separation requirements, including providing water main quality casings, if necessary. The water service installation shall start with a 1" corporation stop. The Contractor shall install new connection fittings, 1" k-copper pipe, 1" roundway, curb box (1'/2" screw on), connection fittings to 1" fittings, excavation, bedding, and trench backfill with CA-10 as required within the installation limits. Contract shall remove existing 1" corporation stop and use tapped hole or replace saddle new. Corporation stops will be a Mueller H-15000. Curb stops shall be the screw on type. They shall be installed in the parkway and in no case shall be positioned in a sidewalk or driveway or buried underground. A cement or brick block shall be placed under each 64 Northwest Highway Water Main Lining- Maintenance curb stop to ensure stability. All material shall be as approved by the Owner prior to installation. The cost for the materials, excavation, reconnection of the water services, work and material to meet IEPA separation requirements, trench backfill material, parkway restoration to the original condition, sidewalk removal and replacement and any pavement removal and replacement shall all be included for at the contract unit price per EACH for 1" WATER SERVICE (SHORT). WATER SERVICE 6" (SHORT) This item shall include the connection and installation of new water service, open cut under the roadway, curb parkway, sidewalk and all necessary appurtenances from the new water main to the property line or at a location as directed by the Engineer. All work shall be completed in accordance with Section 562 of the Standard Specifications and the detail included in the plans. The Contractor shall provide adequate protection of the water services when the services are subject to IEPA horizontal and vertical separation requirements, including providing water main quality casings, if necessary. The water service installation shall start with a 12"X6"x6" Tee corporation stop. The Contractor shall install new 6-inch class 56 DIP, 6-inch gate valve, 45 degree bends, sleeves polyethylene wrap, excavation, bedding, and trench backfill with CA-10 as required within the installation limits. All material shall be as approved by the Owner prior to installation. The cost for the materials, gate valve, vault, excavation, reconnection of the water services, work and material to meet IEPA separation requirements, trench backfill material, parkway restoration to the original condition, sidewalk removal and replacement and any pavement removal and replacement shall all be included for at the contract unit price per EACH for 6" WATER SERVICE (SHORT). FACILITY ADJUSTMENTS This item shall include the adjustments of any sanitary sewer and water main services, as well as any water main and sewer lines, encountered by the construction of the sewer and water main. The Contractor shall make every attempt possible to avoid these facilities, and if in the opinion of the Engineer, the facilities are damaged due to carelessness by the Contractor, no compensation will be made for the replacement of same. If adjustment of certain services is necessary, the work shall be done in a workmanlike fashion, minimizing the downtime of the residents' services, and shall include all necessary labor and materials to properly complete the adjustment. Work on these items shall be incidental to the cost of the Cured-In-Place Pipe (CIPP), 12". PVC SDR 26 pipe shall be used for the replacement of any sanitary sewer house services. The Contractor shall be responsible to maintain bypass pumping to maintain sewer flow. The cost for the sewer flow control shall not be paid for separately but be considered incidental to the contract. 65 Northwest Highway Water Main Lining- Maintenance EXPLORATORY EXCAVATION At the request of the engineer, the Contractor shall conduct additional exploratory excavations. This shall not include excavations normally needed for the installation of the watermain pipe or services such as potholing dry utilities, excavating for points of connection, or locating water services as shown on the plans. Those items shall be considered incidental to attributable line items. The intent of this work is to be required only when existing watermain or service lines are not in the general area as indicated on the plans per the water atlas. It is anticipated that this work will consist of providing an excavator with operator, foreman and laborer to provide for the excavation. Restoration will be paid separately. The Contractor shall be paid at the contract unit price per EACH for EXPLORATORY EXCAVATION only when directed by the engineer. One EXPLORATORY EXCAVATION will be paid for every ONE (1) hour of actual time spent. COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT This item shall consist of the removal and replacement of combination concrete curb and gutter, in accordance with Sections 440 and 606 of the Standard Specifications, and as detailed in the plans by means of a sawed joint (straight) at locations as designated by the Engineer. The replaced curb and gutter shall be of the same type and size as the removed section. New curb shall be installed on a minimum of four inches (4") of CA-6 stone cushion. The stone cushion and any excavation needed for the installation of the four-inch stone cushion shall not be paid for separately but shall be included in the cost of this item. All new curb and gutter shall have sawcut contraction joints one and half inches (1.5") deep at fifteen (15') intervals. This sawcutting shall be completed no later than twenty- four (24) hours after the curb and gutter has been poured. Expansion and construction joints shall be as directed by the Standard Specifications and Standard Drawings. One inch (1") preformed joint filler shall be placed at the ends of all replaced sections. Two (2) number 4 epoxy coated reinforcing bars shall be installed the entire length of all new curb and gutter. All existing pavement removed due to the removal and replacement of combination concrete curb and gutter shall be replaced with a patch consisting of HMA Binder and HMA Surface Course, as specified for Class D Patches, at a minimum depth of eleven inches (11"). Aggregate Base Course, Type B shall be used below the HMA patch to the bottom of the curb. Saw cutting shall be required as directed by the Engineer to secure a straight joint. Concrete will not be allowed to fill the gap between the new curb and existing pavement. This work shall be incidental to the cost of the CURED-IN-PLACE PIPE (CIPP), 12", and shall include saw cutting, disposal, materials, labor, equipment, reinforcing bars, HMA patching, excavation, aggregate base course, type B, and required expansion material that is required due to the installation of the curb and gutter. Restoration (topsoil, sodding, or seeding and nutrients) for areas disturbed by curb removal and replacement shall be paid for separately by shall be included in the contract unit price per FOOT for CURB AND GUTTER REMOVAL AND REPLACEMENT. 66 Northwest Highway Water Main Lining- Maintenance SODDING, SALT TOLERANT (SPECIAL) This work shall consist of preparing the ground surface, fertilizing the areas to be sodded, and furnishing and placing the sod. The locations to be sodded shall be those grassed areas disturbed by curb and gutter, driveway, and sidewalk removal and replacement operations. All work shall be in accordance with the applicable portions of Section 211 and 252 of the Standard Specifications. The maximum pay width shall be twenty-four inches (24") on either side of the sidewalk and driveways, and twenty-four inches (24") back of curb or as directed by the Engineer. 180 pounds of fertilizer nutrients per acre shall be applied at a 1:1:1 ratio as follows: 1. Nitrogen Fertilizer Nutrient 60 Ib/acre 2. Phosphorus Fertilizer Nutrient 60 Ib/acre 3. Potassium Fertilizer Nutrient 60 Ib/acre Watering shall be done as necessary to guarantee the growth of the sod, regardless of the number of waterings required. All watering shall be incidental to Cured-in-Place Pipe (CIPP) 12". This work shall be incidental to the cost of the CURED-IN-PLACE PIPE (CIPP) 12" which price shall be full compensation for all labor, equipment, material and watering to complete the work as specified in these special provisions. PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH This work shall be done in accordance with Sections 351 and 423 of the Standard Specifications insofar as applicable and detailed on the plans. This work shall include shaping and compacting the existing subgrade, installing Aggregate Base Course Type B, 4" and placing Portland Cement Concrete, Class SI (no fly ash) to a thickness of 6 inches at the locations shown on the plans and in accordance with the requirements of each item. The Aggregate base course type B, 4" shall not be measured for payment and shall be considered incidental to the contract. The Contractor shall notify all residents prior to removing their driveways. This work shall incidental to the cost of the CURED-IN-PLACE PIPE (CIPP), 12" which shall include all material, labor and equipment necessary for the removal of existing sidewalk installation of the sidewalk, including the two inch (4") aggregate base. PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH (SPECIAL) This item shall consist of furnishing and placing P.C.C. Sidewalk in accordance with Sections 424 and 440 of the Standard Specifications on a properly prepared and compacted subgrade. The sidewalk shall be a minimum of five inches (5") thick and placed on a minimum four-inch (4") aggregate base (CA-6) on compacted subgrade. The width of the sidewalk shall be 5 feet wide unless otherwise directed by the Engineer in the field. This work shall be paid for at the contract unit price per SQUARE FOOT for PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH, which shall include all material, labor and 67 Northwest Highway Water Main Lining- Maintenance equipment necessary for the removal of existing sidewalks, installation of the sidewalk, including the four-inch (4") aggregate base. BRICK PAVER REMOVAL AND REPLACEMENT This work shall be in accordance with applicable portions of IDOT Bureau of Local Roads and Streets Special Provision for Paving Brick and Concrete Paver Pavements and Sidewalks revised 1-1-2009 (Checksheet #LRS14). The brick pavers that interfere with the proposed combination curb and gutter shown on the plan shall be removed up to the limits established by the Engineer and reinstalled after the proposed curb and gutter has been installed. Any leftover bricks shall be salvaged and shall be delivered to the Village Public Works. A sub-base granular material base course shall be prepared to compacted depth of 2" and compacted, and in accordance with Section 311 of the Standard Specifications. Sand shall be spread over granular base as a setting bed for pavers. Sand shall be spread 2" thick, and leveled to required slope and grade. Minimum thickness of sand shall be 1" after leveling. Bed shall not be compacted until pavers are installed. Surface tolerance shall be within '/4" of required grade as measured with a 10' straightedge in both transverse and longitudinal directions. The setting bed shall be protected from damage prior to setting pavers. Unit pavers shall be set on sand setting bed. Setting shall be done by competent workmen under adequate supervision, and in accordance with manufacturer's recommendations. Pavers shall be set true to the required lines and grades in a pattern that was the same as the existing condition. Pavers shall be tightly butted. Joints between pavers shall be uniform and shall not exceed 1/8". There shall be no raised edges, either pavers or materials adjacent to pavers, that could allow someone to trip. The tolerance for such edges shall be 0" — 1/8" maximum in range. After a sufficient area of pavers has been installed, the pavers shall be compacted by running a mechanical vibratory compactor over the paved surface until the pavers are uniformly leveled, true to grade, and totally immobilized. Where required, pavers shall be accurately cut with a masonry or concrete saw. Cut edges shall be plumb and straight. Scoring and breaking shall not be acceptable. Joints between pavers shall be filled by sweeping sharp sand into the joints. When joints are filled, paver surfaces shall be swept clean of sand. Upon removal of the paver bricks, the contractor shall store the bricks at a secure offsite location until the bricks are reinstalled. The removal of the existing paver bricks, resetting of the paver bricks, sub-base and sand materials and installation, excavation, and related work shall be paid for at the unit price per SQUARE YARD for BRICK PAVER REMOVAL AND REPLACEMENT. VALVE VAULTS TO BE REMOVED This work consists of removal of existing valve vaults as shown on the plan or as directed by the Engineer. The vault shall be removed to an elevation two (2') feet below the top of subgrade or as specified by the Engineer, and the resulting hole shall be filled with trench backfill to the top of subgrade. The pavement shall be restored and paid for in accordance with provisions for that work included in the contract. 68 Northwest Highway Water Main Lining- Maintenance This work, including the removal of the vault and backfill, will not be paid for separately but shall measure by count and shall be included in the contract unit price for 12" VALVE AND VAULT TYPE A, 5' DIAMETER, TYPE 1 FRAME, CLOSED LID. NON-PRESSURE CONNECTION This work shall consist of performing a non-pressure connection to existing water main of size indicated on the plans or as directed by the Engineer. This item shall include material, labor, excavation, sheeting, shoring, dewatering, bedding, backfill, cutting of existing water main, testing, disinfection, piping, valving, sleeves, fittings, existing water main shut-down for connection and associated miscellaneous work required to furnish and install connection to existing water main as shown on the drawings. Includes removal, transporting, and disposal of excess excavated material. The cost to perform the work as described above shall be incidental to the cost of the CURED-IN-PLACE PIPE (CIPP) 12". TRENCH BACKFILL, WATER MAIN All materials used for trench backfill under and within two feet (2') of paved areas, including streets, curbs, sidewalks and driveways shall meet the requirements of Article 1003.04 of the Standard Specifications. All trench widths shall be kept to a minimum during construction operations. The Contractor shall take great care while jetting and tamping during backfilling operations to ensure proper compaction of materials, including areas under unpaved surfaces. All trenches shall be backfilled to the proper subgrade elevation in accordance with Section 208 of the Standard Specifications. If trench settlement occurs, the Contractor shall, at his own expense, perform all additional work, including further jetting, tamping and/or placement of additional aggregate, necessary to ensure both proper compaction of the trench and proper safety for motorists and pedestrians. Should trench settlement occur after surface restoration, the Contractor shall, at his own expense, remove the newly constructed pavement, driveway, curb and/or sidewalk (by straight saw cut joint) and perform all work required to properly compact the trench and prevent further settling. Restoration of the parkway and additional sodding/hydroseeding shall also be performed. Paved areas to be disturbed during the construction of storm sewers, water mains, structures, and other incidental construction are clearly indicated in the plans. All trench types and backfill requirements may vary based on the depth of cover as well as the pipe material being bid. The cost for furnishing, transporting, placing and compacting the trench backfill materials required as a part of this project will not be pad separately but shall be included in the cost for Cured-in-Place Pipe (CIPP) 12". DRAINAGE & UTILITY STRUCTURES TO BE ADJUSTED This work shall consist of the adjustment of storm structures and/or utility structures, water valve boxes, b-boxes, water valve vaults, sanitary sewer structures, etc., as shown on the 69 Northwest Highway Water Main Lining- Maintenance plans, or as directed by the Engineer in the field to be adjusted. This work shall be done in accordance with applicable portions of Section 602 and 603 of the Standard Specifications. Structures shall be adjusted to meet the proposed finished grade. All structures to be adjusted shall include furnishing and installation of new frames and lids/grates. The frames shall be of the same height as the as the total pavement thickness in the reconstruction areas. The lids/grates shall be in accordance with the Village of Mount Prospect's standard details. The existing frames and lids shall be salvaged and shall be delivered to Public Works. The cost of furnishing and installation of the new frame and lid/grate along with the removal, salvaging and delivery of the existing frame and lid/grate to Public Works shall not be paid for separately, but shall be included in the cost of the Structures to be Adjusted. Adjusting rings (maximum 3 rings) with 12-inch total height may be used for adjustments. All adjusting rings shall not be paid for separately, but shall be considered included in the cost of the structures to be adjusted. This work shall be incidental to the cost of the CURED-IN-PLACE PIPE (CIPP), 12". CUT AND CAP The Contractor shall install the water main as shown on the plans and completely flush and chlorinate said main. The Contractor shall then be required to disconnect the house services from the old main and reconnect to the new main. This reconnection of services shall not be accomplished until a satisfactory chlorination report is received on the new main in that area. After all water services have been reinstated, the Contractor shall abandon the existing water main by installing caps at the locations indicated in the plans or as directed by the Engineer, assisted by the Water Department, performing appropriate valve closings as necessary. The cost for any caps or plugs installed will be paid for at the contract unit price bid per EACH for [SPECIFIED SIZE] CUT AND CAP. TAPPING SLEEVE AND VALVE IN VALVE VAULT This work shall consist of a pressure connection of the new water main to the existing water main at the locations indicated on the plans. The Contractor shall use a stainless steel tapping sleeve, specifically manufactured for this type of connection. The cost for furnishing all labor, materials and equipment necessary for this work shall be paid for at the contract unit price per EACH for [SPECIFIED SIZE] TAPPING SLEEVE AND VALVE IN VALVE VAULT. PRESSURE TEST, FLUSHING OF PIPE AND DISINFECTION As part of the construction of development improvement, all water mains shall be tested as described in this Section. The Public Works Department shall be notified of the time of the test a minimum of twenty-four (24) hours prior to the test. All tests shall be performed in the presence of the Engineer. Hydrostatic Pressure Test: The newly laid water mains or any valved sections of it shall be subject to a hydrostatic pressure test of no less than one-hundred and fifty (150) pounds per square inch (psi) or fifty (50) pounds per square inch (psi) above normal working pressure when working 70 Northwest Highway Water Main Lining- Maintenance pressure exceeds one-hundred and fifty (150) pounds per square inch (psi). Duration of each pressure test shall be for a period of not less than two (2) hours. A Village representative shall be present to witness the testing. Each valved section of pipe shall be slowly filled with water and the specified test pressure shall be applied by means of a pump connected to the pipe in a satisfactory manner. The pump pipe connection and all necessary apparatus, including gauges and meters, shall be furnished by the Contractor. Pressure testing of water main shall include hydrants by pressure testing against the internal valve of hydrant. Before applying the specified test pressure, all air shall be expelled from the pipe. To accomplish this, taps shall be made, if necessary, at points of highest elevation and afterwards tightly plugged. All exposed pipes, fittings, valves, hydrants, and joints shall be carefully examined during the open trench test. All joints showing visible leaks shall be repaired until tight. Any cracked or defective pipes, fittings, valves, or hydrants discovered in consequence of this pressure test shall be removed and replaced by the Contractor with sound material and the test shall be repeated until satisfactory to the Village. At no instance shall "Bell Joint Clamps" be permitted to repair leaks at push-on joints. Flushing of Pipe and Disinfection: Sections of pipe to be disinfected shall first be flushed to remove any solids or contaminated material that may have become lodged in the pipe. If no hydrant is installed at the end of the main, then a tap should be provided large enough to develop a velocity of at least two and five-tenths (2.5) feet per second in the main. A two and one-half (2- 1/2) inch hydrant opening will, under normal pressures, provide this velocity in pipe sizes up to and including twelve (12) inches. Flushing shall meet AWWA C651. All taps two (2) inch in size and smaller required for chlorination or flushing purposes, or for temporary or permanent release of air, shall be provided by the Contractor as a part of the construction of water mains with no additional compensation. When completed, the Contractor shall remove the copper tubing and the corporation stop shall be placed at the "off" position. The preferred point of application of the chlorinating agent shall be at the beginning of the pipe line extension of any valved section of it and through a corporation stop in the top of the newly laid pipe. The injector for delivering the sodium hypochlorite into the pipe should be supplied from a tap on the pressure side of the gate valve controlling the flow into the pipeline extension. After all mains have been satisfactorily tested, the Contractor shall disinfect the main in accordance with AWWA Standard C-651. A chlorine concentration during disinfection shall be maintained at a minimum fifty (50) mg/1 available chlorine. The chlorinated water shall be retained in the main for a period of at least twenty-four (24) hours. At the end of the twenty-four (24) hour period, the treated water shall contain no less than twenty-five (25) mg/1 chlorine throughout the main. After the disinfection period, the water shall be flushed from the main until the chlorine concentration in the water leaving the main is no higher than that generally prevailing in the system or less than one (1) mg/1. After flushing, the Contractor shall take a minimum of two (2) samples to be bacteriologically tested to show the absence of coliform organisms. Samples shall be collected at the end points and a maximum of 1,300 ft spacing or as directed by the Engineer. A second series of samples shall be collected no 71 Northwest Highway Water Main Lining- Maintenance less than twenty-four (24) hours after the first set of samples has been collected. The individual sets of samples will be bacteriologically tested by an independent laboratory approved by the State. If either, or both sets, of samples do not pass the bacteriological examination, the Contractor shall re-disinfect the main in accordance with the procedures until such time that satisfactory samples are collected. This work will not be paid for separately but will be considered incidental to the contract. AS-BUILT FIELD DRAWINGS The Contractor shall provide the Village/Engineer with as-built drawings (red-lined drawings) and field notes detailing the work as the water main was installed denoting any changes from the design as shown on the plan sheets. The cost for providing this information will be considered included in the unit bid price bid for various items. Final payment will not be made to the Contractor until these drawings are reviewed and approved by the Village/Engineer. SUGGESTED WATER MAIN LINING CONSTRUCTION SEQUENCE A. No CIPP lining can be conducted in June, July or August. B. Conduct lining operations by phases beginning with Phase 1. C. Install temporary water services by Phase. D. Village to shutdown and isolate Phase piping and confirm flow in distribution system. E. If needed, install bypass piping at Prospect Manor Avenue. F. Drain isolated water main segment. G. Contract or shall perform water main lining operations as specified in the contract documents. H. Install new fire hydrants, valves and water service connections. I. Pressure test, chlorinate and place water main segment into service. J. Transfer water services to new water main and remove temporary water services. K. Completion restoration. 72 Northwest Highway Water Main Lining- Maintenance CCDD INFORMATION See Special Provision "CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD) REQUIREMENTS PER 35 IAC 1100" on Page 42. SUSPECT DEBRIS The Contractor shall only be responsible for the disposal of any and all clean construction debris. If the Contractor, for whatever reason, suspects that an excavation, debris load, or any portion thereof, may contain non-clean construction debris, then he shall immediately notify the Village or the EPR. The Public Works Department can be reached at 847-870-5640. If the Village or EPR agree that the material is suspect then the Contractor shall set aside that suspect load or portion thereof on site or at a holding area identified by the Village. The Contractor shall at that time be no longer responsible for the disposal of that load or portion thereof. The Village and its CCDD consultant will become responsible for the testing and subsequent disposal of all suspect debris. 73 Northwest Highway Water Main Lining- Maintenance BID FORM Northwest Highway Water Main Lining Village of Mount Prospect Department of Public Works FROM: (hereinafter called "Bidder") TO: Office of the Village Manager, 31d Floor 50 South Emerson Street Mount Prospect, Illinois 60056 (hereinafter called "Village" or "Village of Mount Prospect") Bid For: Northwest Highway Water Main Lining - Maintenance The bidders have familiarized themselves with the work and probable work conditions required under this Bid affecting the cost of the work and with the Bid Documents which include: Notice to Bidders Table of Contents Instructions for Bidders General Conditions and Special Provisions Specifications Bid Form Affidavit— Bid Certification Form Bid Security Bid Sheet— Northwest Highway Water Main Lining - Maintenance Contract Document Labor and Materials Payment bond form Performance Bond Form Therefore, the Bidder hereby proposes to furnish all supervision, technical personnel, labor, materials, tools appurtenances, equipment, and services (including all utility and transportation services) required to construct and complete the Work, all in accordance with the above listed documents. Bidder agrees to perform all of the Work and provide the equipment and materials described in the Bid Documents, as follows: Bidder has bid on all items and has provided a price for all items. The Bidder acknowledges that it is responsible for verification of all pipe sizes and depths prior to the ordering of materials. 74 Northwest Highway Water Main Lining- Maintenance I3'n11 II'° :)ern II:)a,JJe !' The Bidder will complete and provide all labor, equipment, materials and mobilization (if applicable) to perform the Work as incidental to the fixed item price for each item proposed. In submitting this bid, the Bidder understands that the Village of Mount Prospect reserves the right to add to or subtract from the estimated quantities. The Village of Mount Prospect intends to award one (1) contract (if at all) for the items bid. If written notice of award of this bid is mailed, emailed or otherwise delivered to the Bidder at any time before this bid is withdrawn, the Bidder agrees to execute and deliver the contract in the prescribed form and furnish payment and performance bonds, or letter of credit, and the insurance certificates required by the Bid Documents to the Village within ten (10) days after receipt. The Bidder, and as successful bidder/Contractor upon award of the Contract understands and agrees to the following: 1) The Contractor agrees to provide all Work and items and material to the Village as noted in the Bid Documents and comply with the requirements of the Bid Documents. 2) The Contractor agrees to comply with all applicable state and federal laws, rules and regulations, and county and municipal ordinances, as described in the General Conditions. All Addenda pertaining to this project shall be acknowledged by the Bidder in the spaces provided below: Addendum Addendum Acknowledgement by Bidder or Date No. Date Authorized Representative Acknowledged Failure to acknowledge receipt, as provided above, may be considered sufficient grounds for disqualification of the bidder and rejection of his/her bid submittal. A record of all Addenda and copies of same will be available to all qualified bidders from the Village of Mount Prospect Public Works Department, 1700 West Central Road, Mount Prospect, Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to become fully advised of all Addenda prior to submitting its bid. 75 Northwest Highway Water Main Lining- Maintenance pi�J II'° :rrrru II:` ,je 3 Upon award the contract the Village will send Notice of Award to the successful bidder, the bidder must then execute the contract and provide the required bonds or letter of credit and certificate of insurance to the Village within ten (10) days. The Village will then issue a written Notice to Proceed, which starts the performance period and the contractor then has ten (10) days to commence work. The contractor shall reach substantial completion within seventy (70) consecutive calendar days after the Notice to Proceed with final completion thirty (30) days thereafter. Failure to complete the work in the designated time frame may result in the Director of Public Works withholding compensation due the contractor for failure to complete the said work in the designated time frame, calling the bonds, or taking such other action as may be available. Security in the sum of ten (10%) percent of the amount bid in form of (check one): Bid Bond Certified Check Bank Cashier's Check is attached hereto in accordance with the "Instructions for Bidders". This Bid Submittal contains the following: 1) Bid Form 2) Affidavit— Bid Certification Form 3) Bid Security 3) BID SHEET(S) — NORTHWEST HIGHWAY WATER MAIN LINING - MAINTENANCE Respectfully submitted: Name of Firm/Bidder: By: (Signature) Title: Date: Contact Information: Official Address: Telephone: Email: ONE (1) SIGNED COPY OF THIS BID FORM AND BID SHEETS (Pages 42-53)ALONG WITH THE AFFIDAVIT— BID CERTIFCATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED ENVELOPE.VILLAGE OF MOUNT PROSPECT 76 Northwest Highway Water Main Lining- Maintenance .:30 C e rt'nlll`'ticd:at'don II orn'i IC: , gia 1 AFFIDAVIT— BID CERTIFICATION FORM Bidder: Company/Firm Name: Address: As a condition of entering into a contract with the Village of Mount Prospect, and under oath and penalty of perjury and possible termination of contract rights and debarment, the undersigned, being first duly sworn on oath, deposes and states that he or she is (sole owner, partner,joint ventured, President, Secretary, etc.) of and has the authority to make all (Name of Company) certifications required by this affidavit. Section I Non Collusion The undersigned certifies that this bid is genuine and not collusive or a sham, that said bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, to fix the bid price element of this bid, or of that of any other bidder, or to secure any advantage against any other bidder or any person interested in the proposed contract. Section II Bid Rigginq and Rotatinq The undersigned further states that (Name of Company) is not barred from bidding or contracting as a result of a conviction for violations of state laws prohibiting bid rigging or bid rotating or any similar offense of any state of the United States, as provided in Sections 33E-3 and 33E-4 of the Illinois Criminal Code, 720 ILCS 5/33E-3, 33E-4. Section III Drug Free Workplace The undersigned further states that (Name of Company) provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS 580/1, et seq., and has, to the extent not covered by a collective bargaining that deals with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., a substance abuse prevention program that meets or exceeds these requirements of that Act. 77 Northwest Highway Water Main Lining- Maintenance �...I'0 a�.�.rfi::n�°:�.d:a�'u�rii II ori�..0 IIC „ e AFFIDAVIT— BID CERTIFICATION FORM Section IV Tax Payment The undersigned further states that is (Name of Company) not delinquent in payment of any taxes to the Illinois Department of Revenue, in accordance with Illinois Compiled Statues, 65 ILCS 5/11-42.1. The undersigned understands that making a false statement regarding delinquency in taxes is a Class A Misdemeanor and, in addition voids the contract and allows the municipality to recover all amounts paid to the individual or entity under the contract in civil action. Section V Sexual Harassment Policy Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every party to a public contract must: "Have written sexual harassment policies that shall include, at a minimum, the following information: (1) the illegality of sexual harassment; (11) the definition of sexual harassment under State law; (III) a description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process including penalties; (V)the legal recourse, investigative and complaint process available through the Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how to contact the Department and Commission; and (VII) protection against retaliation as provided by Section 6-101 of the Act. (Illinois Human Rights Act)." A "public contract" includes: ...every contract to which the State, any of its political subdivisions or any municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002), The undersigned further states that has (Name of Company) a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105 (A) (4). It is expressly understood the foregoing statements and representations and promises are made as a condition to the right of the bidder to receive payment under any award made under the terms and provisions of this bid. The undersigned certifies that all information contained in this Affidavit is true and correct. Signed by: Title: Signature Name Printed: Signed and sworn to before me this day of , 20_. My commission expires: Notary Public 78 Northwest Highway Water Main Lining- Maintenance BID SECURITY Included with this bid is a bank cashier's check, certified check or bid bond in the amount of , being ten percent (10%) of the total amount bid by the Bidder, in favor of the Village of Mount Prospect. It is hereby agreed that, should Bidder be awarded the Work contemplated under this bid and fail or refuse to execute a contract for said Work, or to provide the required payment and performance bonds, or letter of credit, and certificate of insurance, then this security, in the amount stipulated above, shall be forfeited and may be retained by the Village of Mount Prospect as liquidated damages and not as a penalty. All bids to remain firm for a period of ninety (90) days after bid opening date. SUBMITTED THIS DAY OF SEAL (if corporation) Bidder: Bidder's Agent and Agent's Title Title Note: If bidder is a partnership, the bid must be signed by at least two of the partners. Note: If bidder is a corporation, the bid must be signed by an authorized officer of the corporation, attested and sealed by the secretary or other authorized officer. If a corporation, note here the state of incorporation: Incorporated under the laws of the State of 79 Northwest Highway Water Main Lining- Maintenance CONTRACT THIS Contract (hereinafter the "Contract") is entered into on this— day of , 2019, by and between the VILLAGE OF MOUNT PROSPECT, an Illinois municipal corporation (hereinafter the "Village"), and , an (hereinafter the `Contractor") (Village and Contractor sometimes referred to individually as "Party" and collectively as "Parties"), WHEREAS, the Village has solicited competitive bids for its "Northwest Highway Water Main Lining - Maintenance"; and WHEREAS, the Contractor submitted a bid to perform the work associated with the Northwest Highway Water Main Lining – Maintenance (hereinafter the "Bid"); and WHEREAS, upon its review of the submitted bids, the Village has awarded the contract to perform the work associated with the Northwest Highway Water Main Lining – Maintenance to the Contractor, subject to the execution of this Contract; NOW, THEREFORE, for and in consideration of their mutual promises, covenants, undertakings and agreements, the parties agree as follows: ARTICLE I – CONTRACT DOCUMENTS This Contract is subject to the terms and conditions set forth in the Contract Documents, which are incorporated herein as if fully set forth, and include the following Bid Documents with Bidder's/Contractor's Bid Submittals prioritized to be included in number 6*: 1. Notice to Bidders 2. Table of Contents 3. Instructions to Bidders 4. General Conditions and Special Provisions 5. Specifications 6. Bid Submittals, including Bid Form, Affidavit– Bid Certification Form, Bid Security, Bid Sheet (*Bidder's/Contractor's completed Bid Submittals) 7. Other materials or standards provided or noted by the Village 8. Contract 9. Applicable performance and labor and materials payment bonds, or letter of credit. (Collectively the "Contact Documents") ARTICLE II – PERFORMANCE BY CONTRACTOR 1. The Contractor agrees to perform the work, including all labor, materials, equipment and services, in accordance with the terms and conditions set forth in the Contract Documents (hereinafter the "Work"). 2. The Contractor acknowledges that the Village reserves the right to add to or subtract from the estimated quantities. 80 Northwest Highway Water Main Lining- Maintenance 3. The Contractor certifies that it will comply with all state and federal laws and regulations, and county and municipal ordinances, as set forth in the General Conditions. ARTICLE III — PERFORMANCE BY VILLAGE The Village agrees to pay the Contractor for its performance of the Work in the manner and amount provided in the Contract Documents. ARTICLE IV - CONFLICT BETWEEN CONTRACT DOCUMENTS In the event of a conflict between any Contract Document and the terms of this Contract, the Contract shall control to the extent of the conflict. In the event of any other conflict between Contract Documents, the preceding Document shall govern to the extent of the conflict based upon the order of priority set forth in Article I of this Contract, unless otherwise specifically stated. ARTICLE V— COMMENCEMENT AND COMPLETION OF WORK After the written Notice to Proceed is issued by the Village, which will start the performance period, the Contractor then has 10 days to commence work. The Contractor shall achieved substantial performance within seventy (70) consecutive calendar days after the Notice to Proceed has been issued with final performance thirty (30) days thereafter. The Contractor shall commence performance of the Work and complete performance of the Work, in accordance with the schedule set forth in the Contract Documents, but in no event shall any Work be performed prior to the Village's receipt of this Contract, executed by Contractor, and the Village's acceptance and approval of the payment and performance bonds, or letter of credit, and certificate of insurance required by the Contract Documents. ARTICLE V— NOTICE Unless otherwise provided, all notices required under this Contract shall be made in writing and addressed or delivered as follows: TO THE VILLAGE OF MOUNT PROSPECT- The Village of Mount Prospect 1700 West Central Road Mount Prospect, Illinois 60056 ATTN: Director of Public Works TO CONTRACTOR- at the address set forth on the Bid Form, or: Notices shall be deemed effective when received by personal service or registered or certified U.S. mail, postage prepaid and receipt requested, to the address so specified. Either Party may, by written notice to the other, change its own mailing address. ARTICLE VI — PRIOR AGREEMENTS; SUCCESSORS This Contract supersedes all previous agreements, understandings and representations of any nature whatsoever, whether oral or written, and constitutes the entire understanding between the Parties. The terms of this Contract shall be binding upon and inure to the benefit of the parties and the partners and officials, successors in interest, 81 Northwest Highway Water Main Lining- Maintenance executors, administrators, assigns and representatives and their respective successors and assigns, provided, however, that the Contractor shall not assign, sublet or transfer any rights or interest in this Agreement in whole or in part without the prior written approval of the Village, except to the extent that the Contract Documents provide otherwise. ARTICLE VII - DEFAULT BY CONTRACTOR If the Contractor fails to begin the Work under the Contract within the time specified, or fails to perform the Work in accordance with the terms of the approved schedule or performs the Work in a manner unacceptable to the Village, or neglects or refuses to remove materials or perform anew such Work as has been rejected by the Village, or if the Contractor shall become insolvent or be declared bankrupt, or shall make an assignment for the benefit of creditors, or from any other cause whatsoever shall fail to carry on the Work in a manner required by the Contract, the Village shall give notice as hereinafter provided to the Contractor and its surety in writing specifying such failure, delay, neglect, refusal or default, and if the Contractor, within a period of ten (10) calendar days after the giving of such notice, shall not proceed in accordance therewith, then the Village shall have full power and authority to declare the this Contract and the Contractor in default, and to forfeit the rights of the Contractor in this Contract. Upon declaration of Contractor's default, the Village may, at its option, call upon the surety to complete the Work in accordance with the terms of this Contract or may take over the Work, including any materials on the Work site as may be suitable and acceptable to the Village and may complete the Work by its own forces or on its own account, or may enter into a new contract or contracts for the completion of the Work, or may use such other methods as shall be required for the completion of the Work in an acceptable manner as the Village may in its discretion determine. All costs and charges incurred by the Village, together with the cost of completing the Work shall be deducted from any moneys due or which may become due on this to the Contractor under this Contract. Following any payment due and received by the Village from the Contractor's surety following default, if the expense so incurred by the Village is less than the sum paid to the Village by the surety under this Contract for work remaining, the surety shall be entitled to receive the excess difference paid to the Village. When such Contractor default costs incurred by the Village exceeds the sum paid to the Village for the work remaining under the Contract the Contractor and the surety shall be liable and shall pay to the Village the full cost of such additional expenses. ARTICLE VIII - DEFAULT BY VILLAGE In the event of a material default by the Village under this Contract, the Village shall have sixty (60) days, from notice thereof by Contractor, to cure the default prior to Contractor's termination of this Contract. The failure to pay a contested invoice shall not be considered a material default. Upon termination, the Village shall be responsible to pay any uncontested payments due for work performed. ARTICLE IX—VENUE The parties hereto agree that for purposes of any lawsuit(s) between them concerning this Agreement, its enforcement, or the subject matter thereof, venue shall be in Cook County, Illinois, and the laws of the State of Illinois shall govern the cause of action. 82 Northwest Highway Water Main Lining- Maintenance ARTICLE X - SEVERABILITY OF CONTRACT If any term of this Contract is held by a court of competent jurisdiction to be void or unenforceable, the remainder of the Contract terms will remain in full force and effect and will not be affected. ARTICLE XI - CUMULATIVE REMEDIES The exercise or failure to exercise any legal rights and remedies associated with any act of default or breach hereunder by either Party will not constitute a waiver or forfeiture of any other rights and remedies, and will be without prejudice to the enforcement of any other right or remedy available by law or authorized by this Contract. ARTICLE XII - COMPLIANCE WITH LAWS Each party to this Contract will comply with all applicable state and federal laws and regulations, and county and municipal ordinances and regulations. ARTICLE XIII - DISPUTE RESOLUTION Should a dispute arise between the Village and the Contractor as to the terms and conditions of the Contract, or the responsibilities, limitations, or working relations of either Party, the designated project personnel will make every reasonable effort to resolve the difference in accordance with the terms and conditions of the Contract. If a dispute continues despite these efforts, it shall be referred to the Parties' Project Managers. If the above action fails to resolve the dispute, the Parties may, by agreement, elect to resolve the dispute through a mediation process. Each Party shall bear its own costs in preparing and conducting mediation, except that the costs, if any, of the actual mediation proceeding shall be shared equally by the Parties. The mediation process is defined as follows: The Parties shall select a mutually agreeable mediator from American Arbitration Association lists or any other agreeable list to aid the Parties in resolving the dispute. The mediator shall not be an employee or former employee of either Party. The first meeting shall be held at a location chosen by the Village. At the meetings, each Party may present materials and/or arguments to the mediator. The mediator's decision shall be not being binding upon either Party. In the event that the foregoing steps fail to resolve the dispute, either Party may bring suit in the Circuit Court of Cook County, Illinois. ARTICLE XIV -ASSIGNMENT No rights or interest in this Contract may be assigned by Contractor without prior written notice being provided by Contractor to the Village and the Village's written approval. The Village shall not unreasonably withhold its approval of such assignment. In the event of an assignment, the Contractor shall not be relieved of its obligations under the Contract unless agreed to by the Village, at its sole discretion. ARTICLE XV - RECRUITING The Parties shall not, without the consent of the other Party, entice, encourage, offer special inducements, or otherwise recruit employees of the other Party during the period of this Contract and for a period of one (1) year thereafter. This clause is not intended to restrict any individual's right of employment but rather is intended to preserve the 83 Northwest Highway Water Main Lining- Maintenance relationship intended under this Contract and to prevent the Parties from actively recruiting the employees of the other Party. ARTICLE XVII - COUNTERPARTS This Contract may be executed in counterparts, each of which shall be an original and all of which together shall constitute one and the same agreement. ARTICLE XVIII - ENFORCEABILITY If any provision of this Contract is found to be invalid, illegal or unenforceable, that provision shall be severable from the rest of this Contract and the validity, legality and enforceability of the remaining provisions will in no way be affected or impaired. ARTICLE XIX - EFFECTIVE DATE The effective date of this Contract shall be the date of the last signature executing the Contract (hereinafter referred to as the "Effective Date"). ARTICLE XX -ADVERTISEMENT Contractor shall not use, in its advertising, marketing programs, or other promotional efforts, any data, pictures, or other representation of the Village, except with the specific written authorization in advance by the Village. ARTICLE XXI - CAPTIONS; HEADINGS The paragraph headings which appear herein are included solely for convenience and shall not be used in the interpretation of this Contract. 84 Northwest Highway Water Main Lining- Maintenance ARTICLE XXII — ENTIRE AGREEMENT This Contract, consisting of the Contract Documents, constitutes the entire agreement between the Parties for the subject matter hereof and supersedes all prior arrangements, agreements, representations and undertakings, written or oral. This Contract may not be changed or modified except by a written instrument duly executed by each of the Parties hereto. IN WITNESS WHEREOF, the Parties hereto have executed this Contract. Contractor: VILLAGE OF MOUNT PROSPECT By: By: Title: Title: Date: Date: ATTEST: ATTEST: Title: Title: Date: Date: 85 Northwest Highway Water Main Lining- Maintenance VILLAGE OF MOUNT PROSPECT LABOR AND MATERIAL PAYMENT BOND Bond No. : Principal Amount: Contract: KNOWN ALL MEN BY THESE PRESENTS, that the Village of Mount Prospect, an Illinois municipal corporation (hereinafter "Village"), has awarded to as Principal (hereinafter "Contractor"), a written agreement with the Village dated (hereinafter "Contract"), for in accordance with the drawings and specifications prepared by: (Village of Mount Prospect or architect/engineer), which Contract is incorporated herein and made a part hereof; and WHEREAS, the Contractor is required to furnish a bond in connection with the Contract to secure the payment of claims of laborers, workmen, mechanics, material suppliers, and other persons as provided by law; NOW, THEREFORE, we, the undersigned Contractor and with main office at as Surety, are held and firmly bound unto the Village in the penal sum of Dollars ($ ), lawful money of the United States, for which payment well and truly to be made we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these present. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor shall fully, promptly pay for all laborers, workmen and mechanics engaged in the work under the Contract, and not less than the general prevailing rate of hourly wages as required by the Contract and the Illinois Prevailing Wage Act, 820 ILCS 130/1 et seq., and for all material used or reasonably required for use in the performance of the Contract, and all duly authorized modifications, alterations, changes or additions to said Contract as may hereafter be made, then this obligation shall be null and void; otherwise it shall remain in full force and effect, subject to the following conditions:. 1. A "Claimant" is defined as any person, firm or corporation having contracts with Contractor or with a subcontractor of Contractor to furnish labor, materials, or both, for use in the performance of the Contract. "Labor and materials" is construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service, rental of equipment, and any other items for which a mechanic's lien may be asserted. 2. Any person having a claim for labor and materials furnished in the performance of the Contract shall have no right of action unless he shall have filed a verified notice of such claim with the Village Clerk within 180 days after the date of the last items of work or the furnishing of the last item of materials, and filed a copy of that verified notice upon the Contractor within 10 days after the filing of the 86 Northwest Highway Water Main Lining- Maintenance notice with the Village Clerk. Filing must be by personal service or United States Mail, postage prepaid, certified or restricted delivery, return receipt requested, limited to addressee. The notice shall contain 1) the name and address of the claimant; 2) the business address of the claimant within the State of Illinois, if any, or if the claimant be a foreign corporation having no place of business within the State, the principal place of business of the corporation, and in the case of partnership, the names and residences of each of the partners; 3) the name of the Contractor for the Village; 3) the name of the person, firm or corporation by whom the claimant was employed or to whom such claimant furnished materials; 4) a brief description of the public improvement for the construction or installation of which the Contract is to be performed; and 5) a description of Claimant's contract as it pertains to the public improvement describing the work done by the claimant and stating the total amount due and unpaid as of the date of the verified notice. No defect in the notice herein provided for shall deprive the claimant of its right of action under the terms and provision of this Bond unless it shall affirmatively appear that such defect has prejudiced the rights of an interested party asserting the same. 3. No action shall be brought on this Bond later than one year after the date of the last item of work or of the furnishing of the last item of materials. Such suit shall be brought only in the circuit court of the State in the judicial district in which the Contract is to be performed. 4. The Village shall not be liable for the payment of any costs or expenses of any such lawsuit, and the Village does not have any obligations to any Claimants who make claims on this Bond. Surety will pay for all such claims, and for all costs and expenses of any such lawsuit, up to a maximum of the amount of this Bond. Surety hereby expressly agrees that no extension of time, change, modification, alteration, deletion, or addition to the undertakings, covenants, terms, conditions, and agreements of the Contract, or to the work to be performed thereunder, shall in any way affect the obligation of this Bond; and it does hereby waive notice of any such extension of time, change, modification, alteration, deletion, or addition to the undertakings, covenants, terms, conditions, and agreements of the Contract, or to the work to be performed thereunder. Surety's obligations hereunder are independent of the obligations of any other surety for the payment of claims of laborers, workmen, mechanics, material suppliers, and other persons in connection with the Contract; and suit may be brought against Surety and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing the Village's rights against the others. Any payment by the Surety made in good faith pursuant to this Bond shall reduce the principal amount of this Bond. Signed and sealed this day of , 201_ 87 Northwest Highway Water Main Lining- Maintenance Contractor Surety By: By: Signature Officer Of The Surety Title Title ATTEST: Address: Corporate Secretary (corporations only) NOTARY STATE OF COUNTY OF I, a Notary Public in and for said county, do hereby certify that (Insert Name of Attorney-In-Fact for Surety) who is personally known to me to be the same person whose name is subscribed to the foregoing instrument on behalf of Surety, appeared before me this day in person and acknowledge respectively that he/she signed, sealed, and delivered said instrument as his/her free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of , 201 . Notary Signature: My Commission expires: (Attach Surety's Power of Attorney) 88 Northwest Highway Water Main Lining- Maintenance VILLAGE OF MOUNT PROSPECT PERFORMANCE BOND Bond No. Principal Amount: Contract: KNOWN ALL MEN BY THESE PRESENTS, that Contractor ,as Principal (hereinafter "Contractor"), and , with main office at a corporation of the state of as Surety(hereinafter"Surety"), are held and firmly bound unto the Village of Mount Prospect, an Illinois municipal corporation (hereinafter "Village"), in the penal sum of Dollars ($ ), lawful money of the United States, for the payment of which, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, Contractor has entered into a written agreement with the Village dated (hereinafter "Contract"), for the construction of in accordance with the drawings and specifications prepared by: (Village of Mount Prospect or architect/engineer),which Contract is incorporated herein and made a part hereof. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor shall fully, promptly and completely discharge the Contract and all duly authorized modifications, alterations, changes, or additions to said Contract as may hereafter be made, and during the life of any guaranty required under the Contract, and, if Contractor shall fully secure and protect the Village from all liability and from all loss or expense of any kind, including all court costs and attorneys' fees made necessary or arising from the failure, refusal or neglect of Contractor to comply with all obligations assumed by Contractor in connection with the performance of the Contract and all such modifications, alterations, changes, or additions, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Upon receipt of written notice from the Village that the Contractor is in default, and performance by the Village of its obligations under the Contract, Surety will promptly (1) remedy the default; (2)arrange for the performance of Contractor's obligations under the Contract through the use of qualified contractors acceptable to the Village; or (3) notify the Village that it may hire a contractor to complete Contractor's obligations under the Contract. Surety will promptly notify, in writing, the Village of which option it is exercising. Failure of the Surety to elect an option within fifteen (15)days of receipt of the notice from the Village shall constitute authorization to the Village to complete the improvements at Surety's expense. The balance of the contract price shall be credited against the cost of completing and/or correcting the Contractor's performance under the Contract. If the cost exceeds the balance of the contract price, the Surety shall pay the excess amount to the Village, up to a maximum of the principal amount of this Bond. If the Surety arranges for completion and/or correction or remedies the default, the balance of the contract price that is required to complete, correct or remedy the default shall be paid by the Village to Surety. Surety will be responsible, up to the maximum of the principal amount of this Bond, for payment for correction and completion of the Contract, any additional legal, design professional or delay costs arising from Contractor's default and/or resulting from action or inaction on the part of the Surety and liquidated damages, or, if no liquidated damages are provided for in the Contract, actual damages caused by delayed 89 Northwest Highway Water Main Lining- Maintenance performance or non-performance by the Contractor or Surety. The Village shall not be required to pay Surety more than the balance of the contract price. The term "balance of the contract price" means the total amount payable by the Village to the Contractor under the contract, and any amendments thereto, less the amounts paid to the Contractor by the Village. Any suit under this Bond must be filed before the expiration of two years from the date on which final payment under the Contract is due or the applicable statute of limitations, whichever is longer. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the Village or its heirs, executors, administrators or successors. Any proceeding, legal or equitable, under this Bond may be instituted in a court of competent jurisdiction in the location in which the work is located. Notice to any of the parties shall be mailed to the appropriate address listed above. Surety hereby waives notice of any modifications, alterations, changes, additions or extension of time in the Contract. Signed and sealed this day of 201_. Contractor Surety By: By: Signature Officer Of The Surety Title Title ATTEST: Address: Corporate Secretary (corporations only) NOTARY STATE OF COUNTY OF I, , a Notary Public in and for said county, do hereby certify that (Insert Name of Attorney-In-Fact for Surety) who is personally known to me to be the same person whose name is subscribed to the foregoing instrument on behalf of Surety, appeared before me this day in person and acknowledge respectively that he/she signed, sealed, and delivered said instrument as his/her free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of 201_ Notary Signature: My Commission expires: 90 Northwest Highway Water Main Lining- Maintenance BID SHEET SUMMARY OF PRICES: CONTRACT PRICE(the sum of extensions of the Schedule of Prices—TOTAL BASE BID): Dollars and Cents (In writing) (In writing) Dollars and Cents (In figure) (In figure) 91 Northwest Highway Water Main Lining- Maintenance � ptl(li ,,%, Ro inson bw REL#19-R0365 �lf1/lllilllllllJl%���1JIIl�fr����� '` // y SCHEDULE OF PRICES Local Agency Village of Mount Prospect Location Description Water Main Lining The undersigned submits herewith his schedule of prices covering the work to be performed under this contract; he understands that he must show in the schedule the unit prices for which he proposes to perform each item of work;that the extensions must be made by him,and if not so done, his proposal may ho roior4or!�c irroniilor Schedule for Single Bid (For complete information covering these items,see plans and specifications.) Bidder's Proposal for making Entire Improvements Item No. Items Unit Quantity Unit Price Total 1 INLET FILTERS EACH 32. 2 CURED-IN-PLACE PIPE(CIPP), 12" FOOT 3,700. 3 CLASS D PATCHES,TYPE IV, 11 INCH SQ YD 550. 4 WATER MAIN REMOVAL, 6" FOOT 25. 12"VALVES IN VALVE VAULTS,TYPE A,5'DIAMETER,TYPE 1 5 EACH 9. FRAME CLOSED LID 6 LINE STOPS 12" EACH 5. REMOVE AND REPLACE 12"STORM SEWER WITH WATER 7 FOOT 35. MAIN QUALITY PIPE 8 FIRE HYDRANT WITH AUXILIARY VALVE,VALVE BOX AND EACH 5. TEE 9 REMOVE FIRE HYDRANT EACH 4. 10 1"WATER SERVICE(SHORT) EACH 9. 12 6"WATER SERVICE(SHORT) EACH 1. 13 EXPLORATORY EXCAVATION EACH 14. COMBINATION CURB AND GUTTER REMOVAL AND 14 FOOT 250. REPLACEMENT 15 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 100. 16 BRICK PAVER REMOVAL AND REPLACEMENT SQ YD 125. 12"DUCTILE IRON WATER MAIN WITH POLYETHYLENE 17 FOOT 35. ENCASEMENT 18 6"CUT AND CAP EACH 1. 19 12"CUT AND CAP EACH 1. 12"X 12"TAPPING SLEEVE AND VALVE IN VALVE VAULT, 22 EACH 2. TYPE A 5'DIAMETER TYPE 1 FRAME CLOSED LID 24"X 6"TAPPING SLEEVE AND VALVE IN VALVE VAULT, 23 TYPE A 6'DIAMETER TYPE 1 FRAME CLOSED LID EACH 1. Appendix B DIVISION I GENERAL REQUIREMENTS AND COVENANTS SECTION 1. DEFINITION OF TERMS 1 1-1 DESCRIPTION 1 1-2 ABBREVIATIONS 1 1-3 ADDENDA 2 1-4 AWARD 2 1-5 BASE COURSE 2 1-6 BITUMINOUS PAVEMENT 2 1-7 BIDDER 2 1-8 CONTRACT 2 1-9 CONTRACTOR 3 1-10 CONTRACT BOND 3 1-11 CORPORATION 3 1-12 CULVERT 3 1-13 ENGINEER 4 1-14 FORCE MAIN 4 1-15 ENGINEERING OBSERVER 4 1-16 LABORATORY 4 1-17 MANHOLE 4 1-18 NOTICE TO BIDDERS 4 1-19 OWNER 4 1-20 PAVEMENT STRUCTURE 4 1-21 PLANS 5 1-22 PLUMBING 5 1-23 PROPOSAL(BID) 5 1-24 PROPOSAL GUARANTY 5 1-25 RAILROAD 5 1-26 RIGHT-OF-WAYAND EASEMENTS 5 1-27 SEWER, COMBINED 5 1-28 SEWER,SANITARY 5 1-29 SEWER,SERVICE 6 1-30 SEWER,STORM 6 1-31 SPECIAL PROVISIONS 6 1-32 SPECIFICATIONS 6 1-33 STATE SPECIFICATIONS 6 1-34 SUBCONTRACTOR 6 1-35 SUB-BASE 6 1-36 SUB-GRADE 7 1-37 SUPPLEMENTAL AGREEMENT 7 1-38 SUPPLIER 7 1-39 SURETY 7 1-40 SURFACE COURSE 7 1-41 WATER MAIN 7 1-42 WATER SERVICE LINE 7 1-43 THE WORK 7 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS 8 2-1 CONTENTS OF THE PROPOSAL FORM 8 2-2 INTERPRETATION OF ESTIMATE OF QUANTITIES 8 2-3 EXAMINATION OF PLANS,SPECIFICATIONS,SPECIAL PROVISIONS,AND SITE OF WORK 8 2-4 ENGINEER'S ESTIMATE 9 2-5 PREPARATION OF THE PROPOSAL 9 2-6 MULTIPLE BIDS 9 2-7 REJECTION OF PROPOSALS 9 2-8 PROPOSAL GUARANTY 10 2-9 DELIVERY OF PROPOSALS 10 2-10 WITHDRAWAL OF PROPOSALS 10 2-11 WITHDRAWAL OF PROPOSAL GUARANTY 10 2-12 PUBLIC OPENING OF PROPOSALS 10 2-13 DISQUALIFICATION OF BIDDERS 11 2-14 COMPETENCY OF BIDDERS 11 2-15 MATERIAL SUBSTITUTIONS 12 2-16 CONTRACTOR'S UNDERSTANDING 12 2-17 STATUS OF RIGHT-OF-WAY, EASEMENT AND CONSTRUCTION EASEMENT ACQUISITION 12 SECTION 3. AWARD AND EXECUTION OF CONTRACT 13 3-1 CONSIDERATION OF PROPOSALS 13 3-2 AWARD OF CONTRACT 13 3-3 RETURN OF PROPOSAL GUARANTY 13 3-4 REQUIREMENT OF CONTRACT BOND 13 3-5 EXECUTION OF THE CONTRACT 14 3-6 FAILURE TO EXECUTE CONTRACT 14 SECTION 4. SCOPE OF WORK 15 4-1 INTENT OF THE PLANS AND SPECIFICATIONS 15 4-2 SPECIAL WORK 15 4-3 CHANGES 15 4-4 PERIODIC AND FINAL CLEANUP 16 4-5 LUMP SUM CONTRACTS 17 4-6 LOCAL ORDINANCES AND REGULATIONS 17 4-7 PREFERENCE TO VETERANS 17 SECTIONS. CONTROL OF THE WORK 18 5-1 PLANS AND WORKING DRAWINGS 18 5-2 CONFORMITY WITH PLANS AND SPECIFICATIONS 18 5-3 COORDINATION OF COMPONENT PARTS OF THE CONTRACT 18 5-4 COOPERATION BY CONTRACTOR 19 5-5 UTILITIES 19 5-6 COOPERATION BETWEEN CONTRACTORS 19 5-7 CONSTRUCTION STAKES 20 5-8 AUTHORITYAND DUTIES OF OBSERVERS 20 5-9 ENGINEER'S FIELD OFFICE AND/OR LABORATORY 20 5-10 CONSTRUCTION OBSERVATION 21 5-11 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK 22 5-12 FINAL ACCEPTANCE 22 5-13 PUBLIC CONSTRUCTION BID ACT, 30 ILCS 557/1 23 SECTION 6. CONTROL OF MATERIAL 24 6-1 QUALITY OF MATERIALS 24 6-2 DEFECTIVE MATERIALS 24 6-3 TESTING MATERIALS 24 6-4 SAND, GRAVEL AND CRUSHED STONE 24 6-5 CONCRETE 24 6-6 MISCELLANEOUS MATERIALS 25 6-7 JOB SITE OBSERVATION 25 6-8 STORED MATERIALS 25 6-9 "OR EQUAL"CLAUSE 25 SECTION 7. LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 26 7-1 LAWS TO BE OBSERVED 26 7-3 PERMITS AND LICENSES 33 7-4 PATENTS AND ROYALTIES 33 7-5 STATE AND FEDERAL PARTICIPATION 34 7-6 SANITARY PROVISIONS 34 7-7 PUBLIC CONVENIENCE AND SAFETY 34 7-8 BARRICADES AND WARNING SIGNS 34 7-9 DEBRIS ON TRAVELED SURFACE OR STRUCTURES 35 7-10 EQUIPMENT ON TRAVELED SURFACE AND STRUCTURES 35 7-11 USE OF EXPLOSIVES 35 7-12 USE OF FIRE HYDRANTS 35 7-13 PROTECTION AND RESTORATION OF PROPERTY 36 7-14 PROTECTION AND RESTORATION OF TRAFFIC SIGNS 37 7-15 CONTRACTOR'S RESPONSIBILITY FOR WORK 37 7-16 GUARANTEE PERIOD 38 7-17 PERSONAL LIABILITY OF OWNER'S AGENTS 38 7-18 NO WAIVER OF LEGAL RIGHTS 38 7-19 SAFETY 39 7-20 USE OF PRIVATE LAND 39 7-21 USE OF WATER 39 7-22 COST OF SERVICES 39 7-23 WORK IN BAD WEATHER 39 7-24 SUNDAY WORK 39 7-25 WATCHMEN 40 7-26 CONSTRUCTION DEBRIS 40 SECTION 8. PROSECUTION AND PROGRESS 42 8-1 SUBLETTING OR ASSIGNMENT OF CONTRACT 42 8-2 PROGRESS SCHEDULE 42 8-3 PRE-CONSTRUCTION CONFERENCE 42 8-4 PROSECUTION OF THE WORK 42 8-5 COMPLETION DATE 42 8-6 LIMITATIONS OF OPERATIONS 43 8-7 SUSPENSION OF WORK 43 8-8 DETERMINATION AND EXTENSION OF CONTRACT TIME FOR COMPLETION 43 8-9 FAILURE TO COMPLETE THE WORK ON TIME 44 8-10 DEFAULT ON CONTRACT 44 8-11 TERMINATION OF THE CONTRACTOR'S RESPONSIBILITY 45 SECTION 9. MEASUREMENT AND PAYMENT 46 9-1 MEASUREMENT OF QUANTITIES 46 9-2 SCOPE OF PAYMENT 46 9-3 INCREASED OR DECREASED QUANTITIES 46 9-4 PAYMENT FOR EXTRA WORK 47 9-5 PAYMENT FOR SUBCONTRACTING, EXTRA WORK 48 9-6 PARTIAL PAYMENTS 48 9-7 ACCEPTANCE AND FINAL PAYMENT 49 9-8 OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS 49 9-9 RELEASE OF CLAIMS AND LIENS 50 SECTION 1. DEFINITION OF TERMS 1-1 DESCRIPTION When a standard specification number is used in the Specifications it shall be taken to mean the latest revision of that Standard Specification at the time of the Bid. Whenever in the specifications and Contract the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows: 1-2 ABBREVIATIONS The following organizations are referred to in this specification by abbreviations of the titles. Additional information noted but not detailed can be obtained from these organizations by writing to them. ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, Pennsylvania 19103 ASSHTO The American Association of State Highway and Transportation Officials 917 National Press Building Washington, D.C. 20004 AWWA American Water Works Association 6666 West Quincy Avenue Denver, Colorado 80235 NSF National Sanitation Test Laboratory Foundation Box 1478 Ann Arbor, Michigan ANSI American National Standards Institute 1430 Broadway New York, New York 10018 IDOT Illinois Department of Transportation 2300 South Dirksen Parkway Springfield, Illinois 62764 FHWA Federal Highway Administration DOT Building, 400 Seventh St., S.W. Washington, D.C. 20590 OSHA Occupational Safety and Health Act MWRDGC The Metropolitan Water Reclamation District of Greater Chicago 100 East Erie Street Chicago, Illinois 60611 042015 G 1 REL Robinson Engineering, Ltd ISO Insurance Services Office 1-3 ADDENDA Written or graphic instruments issued prior to the execution of the Agreement, which modify or interpret the Contract Documents, Drawings, and Specifications by additions, deletions, clarifications or corrections. 1-4 AWARD The decision of the Owner to accept the proposal of the lowest responsive, responsible bidder for the work, subject to the execution of and approval of a satisfactory Contract therefore, and bond to secure the performance thereof, and to such other conditions as may be specified or otherwise required by law. 1-5 BASE COURSE The layer or layers of specified or selected material of designed thickness placed on a sub-base or a subgrade to support the surface course. 1-6 BITUMINOUS PAVEMENT A pavement structure which maintains intimate contact and distributes loads to the subgrade and depends upon aggregate interlock particle friction and cohesion for stability, and a pavement structure which includes a bituminous concrete surface course over a bituminous concrete base course or a portland cement concrete base course. 1-7 BIDDER Any individual, firm, partnership or corporation submitting a proposal for the Work contemplated, acting directly or through a duly authorized representative. 1-8 CONTRACT The written agreement between the Owner and the Contractor setting forth the obligations of the parties thereunder, including, but not limited to, the performance of the Work (the furnishing of labor and materials, and the basis of payment). 042015 G2 The Contract includes such of the following document parts as may be utilized. These document parts so utilized will be as fully part of the Contract as if therein set out verbatim, or, if not attached, as if attached thereto. The controlling order of priority for these documents on the project is as follows (e.g., A is controlling over B-N, etc.): A. Supplemental Agreements (Change Order) B. Addenda C. Special Conditions of Contract D. General Conditions of Contract E. Special Provisions to the Specifications F. Detailed Specifications G. Complete Project Plans or Drawings H. General Specifications I. Contract J. Contractor's Contract Bond K. Contractor's Proposal L. Notice to Proceed M. Notice of Award N. Notice to Bidders 1-9 CONTRACTOR The Bidder awarded the Contract for the Work. 1-10 CONTRACT BOND The approved form of security furnished by the Contractor and his surety as a guaranty that he will execute the Work in accordance with the terms of the Contract. 1-11 CORPORATION With respect to the execution and performance of the Contract, a corporate body authorized or licensed to do business in the State of Illinois for projects in Illinois and in the State of Indiana for projects in Indiana. 1-12 CULVERT A drainage structure extending across and beneath a traveled way and having a tubular or box-type cross-section open on both ends. 042015 G 3 1-13 ENGINEER ROBINSON ENGINEERING, LTD. or an engineer of a municipality, including such assistants as are authorized to represent them, who represents the Owner during the construction phase activities of the Work. 1-14 FORCE MAIN A pipe constructed or used to carry sewage under pressure. 1-15 ENGINEERING OBSERVER The authorized representative of the Owner or of the Engineer assigned to observe the progress of the Work to determine only if the Work is proceeding in accordance with the technical plans and specifications. 1-16 LABORATORY An established testing laboratory approved by the Engineer. 1-17 MANHOLE A vertical enclosed structure providing access to a pipe line or other structure. 1-18 NOTICE TO BIDDERS The official notice, included in the proposal form, inviting bids for the proposed improvement, including a brief description of the Work. 1-19 OWNER The Village, City, Town, Sanitary District, or other governmental body, corporation, partnership or individual initiating the project, acting through its legally constituted officials, officers or employees. The Department as referenced in the State Specifications. 1-20 PAVEMENT STRUCTURE The combination of sub-base, base course and surface course placed on a sub-grade to support the traffic load and distribute it to the roadbed. 042015 G 4 1-21 PLANS All official drawings or reproductions of drawings pertaining to the Work provided for in the contract. 1-22 PLUMBING Plumbing shall be as defined in the latest adopted Illinois State Plumbing Code, copies of which are available from the Illinois Department of Public Health, Division of Engineering and Sanitation, 535 West Jefferson Street, Springfield, Illinois 62706. 1-23 PROPOSAL (BID) The written offer of the Bidder to perform the proposed Work. 1-24 PROPOSAL GUARANTY The security designated in the proposal to be furnished by the Bidder as a guaranty that said Bidder will enter into a Contract with the Owner for the acceptable performance of the Work and will furnish the required Contract Bond, if the Work is awarded to him. 1-25 RAILROAD The Railroad or Railway Company whose property is involved in the Work. 1-26 RIGHT-OF-WAYAND EASEMENTS The areas owned, or acquired by permanent easement; also, the areas acquired by temporary easement during the time the easement is in effect. 1-27 SEWER, COMBINED Any sewer constructed or used for the purpose of carrying both storm water and waterborne wastes to a treatment facility. 1-28 SEWER,SANITARY Any sewer constructed or used for the purpose of carrying waterborne wastes to a treatment facility. 042015 G 5 1-29 SEWER,SERVICE A branch sanitary sewer line constructed from the main sanitary sewer line to a point described in the Special Provisions or Plans or to a point established by the Engineer. 1-30 SEWER,STORM A sewer constructed or used for carrying storm water or sub-surface water to a storm water outlet. 1-31 SPECIAL PROVISIONS Specific directions, provisions, requirements and revisions of the Specifications peculiar to the Work under consideration which are not satisfactorily provided for in the Specifications. The Special Provisions set forth the final contractual intent as to the matter involved. The Special Provisions included in the Contract shall not operate to annul those portions of the Specifications with which they are not in conflict. 1-32 SPECIFICATIONS The body of directions, provisions and requirements contained herein, or in any supplement to this document referred to in the Special Provisions, together with written agreements and all documents of any description made or to be made pertaining to the method or manner of performing the Work, the quantities or the quality of materials to be furnished under the contract. 1-33 STATE SPECIFICATIONS IDOT, Standard Specifications for Road and Bridge Construction, latest edition at the time of Bid. This book outlines the general requirements and covenants to all improvements, as well as provisions relating to materials, equipment and construction requirements for individual items of work. 1-34 SUBCONTRACTOR The individual, firm, partnership or corporation to whom the Contractor, with the written consent of the Engineer, sublets, assigns, or otherwise disposes of any part of the Work covered by the contract. 1-35 SUB-BASE The layer or layers of specified or selected material of designed thickness placed on a sub-grade to support a base course. 042015 G 6 1-36 SUB-GRADE The top of surface of a roadbed upon which the pavement structure and shoulders are constructed. 1-37 SUPPLEMENTAL AGREEMENT The written agreement executed by the Owner and the Contractor, with the assent of the Contractor's surety, covering modifications or alterations of the terms of the original Contract. 1-38 SUPPLIER Any person or organization who supplies materials or equipment for the Work including that fabricated to a special design. 1-39 SURETY The corporate body, individual or individuals which engage to be responsible for the Bidder's acts in the execution of the Contract in the event of its being awarded to him; or, which are bound with and for the Contractor to insure his acceptable performance of the Contract, his payment of all obligations pertaining to the Work, and his fulfillment of such other conditions as may be specified or otherwise required by law. 1-40 SURFACE COURSE One or more layers of a pavement structure designed to accommodate the traffic load, the top layer of which resists skidding, traffic abrasion, and the disintegrating effects of climate. The top layer is sometimes called "wearing course". 1-41 WATER MAIN A pipe constructed or used to carry potable water under pressure. 1-42 WATER SERVICE LINE That line connected to the water main, which delivers potable water to the user's facilities. 1-43 THE WORK The improvement advertised for bids, described in the Proposal form, indicated on the Plans and covered in the Specifications, Special Provisions, Contract, authorized alterations, extensions and deductions, and supplementary agreements, or any part or parts thereof. 042015 G 7 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS 2-1 CONTENTS OF THE PROPOSAL FORM Bidders will be furnished with forms stating the location and description of the Work contemplated, the approximate quantities of Work to be performed, the amount of the Proposal Guarantee, requirements pertaining to labor, and the date, time and place of filing and opening Proposals. All documents bound with or attached to the proposal shall be considered a part thereof, and shall not be detached or altered. 2-2 INTERPRETATION OF ESTIMATE OF QUANTITIES An estimate of quantities of Work to be done and materials to be furnished under the Specifications is given in the Proposal. It is given as a basis for comparison of Proposals and the award of the Contract. The Owner and Engineer do not expressly or by implication agree that the actual quantities involved will correspond therewith; nor shall the Bidder plead misunderstanding or deception because of such estimate of quantities pertaining to the Work. Payment will be based on the actual quantities of Work performed in accordance with Contract, at the Contract unit prices specified. No allowance will be made for any change in anticipated profits due to an increase or decrease in the original estimate of quantities. The Owner reserves the right to omit any item entirely, or to increase or decrease any or all items as provided in Section 4-3. 2-3 EXAMINATION OF PLANS, SPECIFICATIONS,SPECIAL PROVISIONS,AND SITE OF WORK The bidder shall, before submitting his bid, carefully examine the Proposal, Plans, Specifications, Special Provisions, and form of Contract and bond. He shall inspect in detail the site of the proposed Work and familiarize himself with all the local conditions affecting the Contract and the detailed requirements of construction. If his Bid is accepted, he will be responsible for all errors in his Proposal resulting from his failure or neglect to comply with these instructions. The Owner or Engineer will, in no case, be responsible for any change in anticipated profits resulting from such failure or neglect. When the Plans or Special Provisions include information pertaining to sub-surface exploration, borings, test pits, and other preliminary investigations, such information is included only for the convenience of the Bidder. The Owner or Engineer assumes no responsibility whatever in respect to the sufficiency of the information, and there is no guaranty, either expressed or implied, that the conditions indicated are representative of those existing throughout the Work, or that unanticipated developments may not occur. When the Plans or Special Provisions include information pertaining to the location of underground utility facilities, such information is only included for the convenience of the Bidder. The Owner or Engineer assumes no responsibility whatever in respect to the sufficiency or accuracy of the information, or lack of information, shown on the Plans relative to the location of underground utility 042015 G 8 facilities. It shall be the Contractor's responsibility to obtain from the respective utility companies detailed information relative to the location of their facilities and the work schedules of the utility companies for removing or adjusting them. 2-4 ENGINEER'S ESTIMATE The Engineer's "Estimate of Cost" as prepared for the Owner for the work to be completed under this contract may or may not be available to the Bidders at the discretion of the Owner or the Engineer. If the "Estimate of Cost" is available, it shall be given to all prospective bidders upon request. 2-5 PREPARATION OF THE PROPOSAL The Bidder shall submit his Proposal on the form furnished by the Owner. The Proposal shall be executed properly, and Bids shall be made for all items indicated in the proposal form, except that when alternate bids are asked, a Bid on more than one alternate for each item is not required, unless the Special Provisions provide otherwise. The Bidder shall indicate, in figures, a unit price or lump sum for each of the separate items called for in the Proposal; he shall show the products of respective quantities and unit prices in the column provided for that purpose, and the gross sum shown in the place indicated in the Proposal shall be the summation of said products. All writing shall be with ink or typewriter, except the signature of the bidder,which shall be written with ink. If the Proposal is made by an individual, his name and post office address shall be shown. If made by a firm, joint venture, or partnership, the name and post office address of each member of the firm, joint venture, or partnership shall be shown. If made by a corporation, the Proposal shall show the names, titles, and business addresses of the president, secretary, and treasurer, certified to by the secretary. 2-6 MULTIPLE BIDS If multiple Bids are to be received, bidding shall be in accordance with the instructions in the Special Provisions. 2-7 REJECTION OF PROPOSALS Proposals that contain omissions, erasures, alterations, additions not called for, conditional or alternate bids unless called for, irregularities of any kind, or proposals otherwise regular which are not accompanied by the proper proposal guaranty shall be rejected as informal or insufficient. However, the Owners reserve the right to reject any or all Proposals and to waive such technical error as may be deemed best for the interest of the Owner. 042015 G 9 2-8 PROPOSAL GUARANTY Each proposal shall be accompanied by a bid bond, bank draft, bank cashier's check, or properly certified check for not less than ten per cent (10%) of the amount Bid unless otherwise specified in the Special Provisions. If a multiple Bid is submitted, the bid bond, bank draft, bank cashier's check, or certified checks, which accompany the individual Proposals making up the combination, will be considered as also covering the multiple Bid. See Paragraph 3-3 regarding return of Proposal Guaranty. The bid bond, bank draft, cashier's checks, or certified checks accompanying Proposals shall be made payable to the Owner. 2-9 DELIVERY OF PROPOSALS Proposals shall be delivered prior to the time and at the place indicated in the notice to bidders. Each Proposal shall be placed in an envelope sealed and plainly marked to indicate its contents. Only sealed Proposals will be accepted. Proposals will not be opened unless received at the place of letting and prior to the time stated in the Notice to Bidders. 2-10 WITHDRAWAL OF PROPOSALS Permission will be given a Bidder to withdraw a Proposal if he makes his request in writing before the time for opening Proposals. If a Proposal is withdrawn, the Bidder will not be permitted to submit another Proposal for the same Work at the same letting. 2-11 WITHDRAWAL OF PROPOSAL GUARANTY See Paragraphs 3-2 and 3-3 on award of Contract and return of Proposal Guaranty. 2-12 PUBLIC OPENING OF PROPOSALS Unless otherwise specified, Proposals will be opened and read publicly at the time and placed specified in the Notice to Bidders. Bidders, their authorized agents, and other interested parties are invited to be present. 042015 G 10 2-13 DISQUALIFICATION OF BIDDERS Any one or more of the following causes may be considered as sufficient for the disqualification of a Bidder and rejection of his Proposal. A. More than one Proposal for the same Work from an individual, firm, partnership, or corporation under the same or different names. B. Evidence of collusion among bidders. C. Unbalanced Proposals in which the prices for some items are substantially out of proportion to the prices for other items. D. Failure to submit a unit price for each item of Work listed in the Proposal. E. If the Proposal form is other than that furnished by the Engineer or if the form is altered or any part thereof is detached. F. If there are omissions, erasures, alterations, unauthorized additions, conditional or alternate bids, or irregularities of any kind which may tend to make the Proposal incomplete, indefinite or ambiguous as to its meaning. G. If the bidder adds any provisions reserving the right to accept or reject an award, or to enter into a contract pursuant to an award. H. If the Proposal is not accompanied by the proper proposal guaranty. I. If the Proposal is prepared with other than ink or typewriter. J. Lack of competency as revealed by financial statement or experience questionnaire. K. Unsatisfactory performance record as shown by past work judged from the standpoint of workmanship and progress. L. Uncompleted work, which, in the judgment of the Owner, might hinder or prevent the prompt completion of additional work. M. False information provided on a Bidder's "Contractor's Statement." N. Failure to comply with any prequalification regulations of the Owner. O. Default under previous contracts. 2-14 COMPETENCY OF BIDDERS The Bidder, if a corporation, shall show the name of the State in which the corporation is chartered. Each Bidder shall furnish the Owner within two (2) weeks after request, with satisfactory evidence of his competency to perform the Work contemplated. When requested, he shall submit to the Owner a 042015 G 11 financial statement prepared by a Certified Public Accountant showing his financial condition at the end of his past fiscal year. The accountant who prepares the statement shall certify that he holds a valid and unrevoked certificate as a Certified Public Accountant, issued in accordance with the laws of the State in which he is licensed. The Bidder, if requested, shall also answer and submit questionnaires relating to his experience and available equipment for performing construction work similar to that for which he is offering a proposal, and shall do so within the same two weeks from the time of request. Before an award is made, the Bidder may, at the option of the Owner be required to furnish a statement showing the value of all uncompleted work for which he has entered into contracts. 2-15 MATERIAL SUBSTITUTIONS If restrictions of any governmental authority prohibit the use of certain items that are required by the Plans and Specifications, substitution for such items will be determined by the Owner. Each Bidder shall base his bid on the furnishing of all items exactly as shown on the Plans and as described in the Specifications. The successful Bidder will not be authorized to make any substitutions on his own volition, but in each and every case must obtain a properly authorized change order from the Owner on his Contract before installing any work in variance with the Contract requirements. 2-16 CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of 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 Owner and Engineer, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained. 2-17 STATUS OF RIGHT-OF-WAY, EASEMENT AND CONSTRUCTION EASEMENT ACQUISITION Each bidder is instructed to fully acquaint himself with the status of the right-of-way, easement and construction easement acquisition at the time of submission of his proposal and the possibility of the acquisition of the parcels remaining to be acquired, if any, in time so as not to interfere with the progress of his work under this contract, and the owner shall not be liable to any damage that may occur to him for any and all delay through delay of the owner in securing the necessary right-of-way, easement and construction easement. The owner agrees that it will make every effort to acquire any right-of-way, easement and construction easement with all speed and diligence possible. 042015 G 12 SECTION 3. AWARD AND EXECUTION OF CONTRACT 3-1 CONSIDERATION OF PROPOSALS The proposals received will be compared on the basis of the summation of the products of the items of Work listed and the unit prices offered. In case of discrepancy between the gross sum shown in the Proposal prices, the unit prices shall govern, and any errors found in said products shall be corrected. In awarding Contracts,the Owner will, in addition to considering the amounts stated in the Proposals, take into consideration the responsibility of the various Bidders as determined from a study of the data required under the previous article and from other investigations, which the Owner may elect to make. 3-2 AWARD OF CONTRACT Except in cases where the Owner exercises the right reserved to reject any or all Proposals, the Contract will be awarded by the Owner, as soon as practicable after the opening of Proposals. Unless otherwise specified, if a Contract is not awarded within forty- five (45) days after the opening of Proposals, a Bidder may file a written request with the Owner for the withdrawal of his bid or award date may be extended by mutual consent of the Owner and Bidder. The Owner will have a maximum of ten (10) days after the receipt of such request to award the Contract or release the Bidder from further obligation by return of the Bidder's Proposal Guaranty. 3-3 RETURN OF PROPOSAL GUARANTY The Proposal Guaranties of all except the two lowest Bidders will be returned promptly after the Proposals have been checked. Proposal Guaranties of the two lowest Bidders will be returned as soon as the Contract and Bond of the successful bidder have been properly executed and approved. If Contracts cannot be awarded promptly, the Owner shall permit the two (2) lowest Bidders to substitute for the bank cashier's checks, or certified checks which they may have submitted with their Proposals as Proposal Guaranties, a bid bond executed by a corporate surety company satisfactory to the Owner, but such substitutions shall not be made until a period of three (3) days has elapsed after the date of opening Proposals. 3-4 REQUIREMENT OF CONTRACT BOND The successful Bidder, at the time of the execution of the Contract, shall deposit with the Owner a surety bond for the full amount of the Contract. The form of bond shall be that furnished by the Owner, and the surety shall be acceptable to the Owner. 042015 G 13 3-5 EXECUTION OF THE CONTRACT The contract shall be executed by the successful Bidder. The bond, when required, shall be executed by the principal and the sureties, and executed Contract and Contract Bond shall be presented to the Owner within fifteen (15) days after the date of notice of the award of the Contract. Each Contract must be executed in three (3) original counterparts, and there shall be executed original counterparts of the Contract Bond in equal number to the executed original counterparts of the Contract. One (1) copy each of such executed documents will be retained by the Owner and the Engineer,the third will be delivered to the Contractor. 3-6 FAILURE TO EXECUTE CONTRACT Failure on the part of the successful Bidder to execute a Contract and an acceptable Contract Bond and acceptable insurance certificates as provided herein, within fifteen (15) days from the date of receipt of Contract documents from the Owner will be considered as just cause for the annulment of the award and the forfeiture of the proposal guaranty to the Owner, not as a penalty but in payment of liquidated damages sustained as a result of such failure. 042015 G 14 SECTION 4.SCOPE OF WORK 4-1 INTENT OF THE PLANS AND SPECIFICATIONS The intent of the contract is to prescribe a complete outline of work which the Contractor undertakes to do in full compliance with the contract, plans and specifications.The Contractor shall furnish all required materials, equipment, tools, labor, and incidentals, unless otherwise provided in the contract, and shall include the cost of these items in the unit prices bid for the several units of work. Contractor shall be solely responsible for all safety procedures and safety violations. The quantities appearing in the bid schedule of prices are estimates prepared for the establishment of pay item prices and the comparison of bids. Payment to the Contractor will be made for the actual measured quantities performed and accepted or material furnished and accepted according to the contract, and the scheduled quantities may be increased, decreased, or omitted as herein provided. Under no circumstances shall the Contractor exceed any established pay item quantity without notification to the Engineer and receipt of written authorization as provided herein. The latest edition of the State Specifications and Standard Specifications for Water and Sewer Construction in Illinois shall be the basis and govern this contract unless otherwise provided by special provision or exception. 4-2 SPECIAL WORK Should any construction or requirement not covered by the Specifications be anticipated on any proposed Work, Special Provisions for the same will be prepared and included in the Proposal form, which Special Provisions shall be considered as a part of the Specifications the same as though contained fully herein. 4-3 CHANGES The Owner reserves the right to make, in writing, at any time during work, changes in quantities, alterations in work, and the performance of extra work to satisfactorily complete the project. Such changes in quantities, alterations, and extra work shall not invalidate the contract nor release the surety, and the Contractor agrees to perform the work as altered. If the alterations or changes in quantities significantly change the character of the work under the contract, whether or not changed by any such different quantities or alterations, an adjustment, excluding loss of anticipated profits, will be made to the contract. The basis for the adjustment shall be agreed upon prior to the performance of the work. If a basis cannot be agreed upon, then an adjustment will be made either for or against the Contractor in such amount as the Owner may determine to be fair and equitable. 042015 G 15 If alterations or changes in quantities do not significantly change the character of the work to be performed under contract,the altered work will be paid for as provided elsewhere in the contract. The term "significant change" shall be construed to apply only when the character of the work as altered differs materially in kind or nature from that involved or included in the original proposed construction or when a major item, defined as an item whose total original contract costs exceeds ten percent of the total original contract amount, is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity. All alterations, cancellations, extensions, and deductions shall be authorized in writing by the Owner before work is started. Such authorizations shall set up the items of work involved and the method of payment for each item. The Contractor shall accept payment for alterations which result in an increase or decrease in the quantities of work to be performed according to the following: A. All increases in work of the type which appear in the contract as pay items accompanied by unit prices will, except as provided under paragraph (C) herein, be paid for at the contract unit prices. Decreases in quantities included in the contract will be deducted from the contract at the unit bid prices. No allowance will be made for delays or anticipated profits. B. Major items of work for which the quantities are increased by not more than 125 percent or reduced to not less than 75 percent of the original contract quantities will be paid for as specified in paragraph (a) above. Any adjustments for increased quantities for major items of work increased more than 125 percent shall only apply to that portion in excess of 125 percent of original contract quantities. Any adjustments made for major items of work which are decreased to less than 75 percent of the original contract quantities shall apply to the actual amount of work performed. C. Extra work which is not included in the contract as pay items at unit prices and is not included in other items of the contract will be paid for according to Section 9-4. 4-4 PERIODIC AND FINAL CLEANUP From time to time or as may be ordered by the Owner and immediately after completion of the Work, the Contractor shall at his own expense clean up and remove all refuse and unused materials of any kind resulting from the Work. Upon failure to do so within five (5) working days after receipt of written request from the Owner, the Work may be done by the Owner and the cost thereof be charged to the Contractor and be deducted from his Contract price. Upon completion of the Work, the Contractor shall remove all his equipment and put the area of the Work in a neat and clean condition and do all other cleaning required to complete the Work in a workmanlike manner, ready for use and satisfactory to the Owner. 042015 G 16 All Cleanup shall be performed as specified in the various sections of these Specifications or in the Special Provisions. 4-5 LUMP SUM CONTRACTS On lump sum Contract, when specified in Special Provisions, or Contracts containing lump sum items, the lump sum contract price shall include the furnishing and installation of all Work described in the Specifications and/or shown on the Plans. 4-6 LOCAL ORDINANCES AND REGULATIONS The Contractor shall keep himself fully informed of all existing laws, ordinances, and regulations of the municipality affecting the work and/or material of this Contract. If any inconsistency is discovered between the Plans, Specifications and those covered by local municipal laws, ordinances, or regulations, it shall be reported to the Owner and Engineer. 4-7 PREFERENCE TO VETERANS Attention is called to assure compliance with Illinois Revised State Chapter 126 Section 23. Preference to veterans upon public works: "In the employment and appointment to fill positions in the construction, addition to, or alteration of all public works undertaken or contracted for by the state, or by any political subdivision thereof, preference shall be given to persons who were engaged in the military or naval service of the United States in time of war". 042015 G 17 SECTIONS. CONTROL OF THE WORK 5-1 PLANS AND WORKING DRAWINGS The Contractor shall submit to the Engineer such shop, working, or layout drawings pertaining to the construction of the Work, as may be required. These drawings shall be reviewed by Engineer for general conformance with the design concept only. This review by the Engineer does not relieve the Contractor and/or fabricator/vendor of responsibility for conformance with the Contract documents (see 1-8) and applicable codes, all of which have priority over these shop, working and layout drawings. Corrections or comments made on the shop drawings by the Engineer during this review process do not relieve the Contractor from compliance with the requirements of the Contract documents (1-8) and applicable codes. When the Contract includes Work adjacent to a railroad and false work, cofferdams, or sheeting is required, the Contractor shall submit to the Engineer for his approval and the Railroad Engineer's approval, plans for the false work, cofferdams, or sheeting by a Registered Structural Engineer. It shall be the responsibility of the Contractor to contact the railroad to determine how to meet their requirements. The cost of meeting those requirements shall be borne by the Contractor. The plans shall be submitted sufficiently in advance of the time the Contractor intends to start work to permit checking. No such work shall be started prior to receipt by the Contractor of approval of the Plans for the false work, cofferdams, or sheeting. The cost of furnishing such Drawings shall be incidental to the contract and no additional compensation will be allowed the Contractor for any delays resulting therefrom. 5-2 CONFORMITY WITH PLANS AND SPECIFICATIONS It is the intent of the Specifications that all Work performed and all materials furnished shall be in conformity with the lines, grades, cross section, dimensions and material requirements shown on the Plans or indicated in the Specifications. In the event the Engineer finds the materials or the finished product in which the materials are used or the Work performed are not in conformity with the Engineering Plans and technical Specifications including tolerances and have resulted in an inferior or unsatisfactory product, the Work or material shall be removed and replaced or otherwise corrected by and at the expense of the Contractor. 5-3 COORDINATION OF COMPONENT PARTS OF THE CONTRACT The Specifications, the accompanying Plans, the Proposal, the Special Provisions, and all other contract documents are intended to describe a complete Work and are essential parts of the Contract. A requirement occurring in any of them is binding. In case of discrepancy, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Special Provisions shall govern over both Specifications and Plans, and quantities shown on the plans shall govern over those shown in the 042015 G 18 Proposal. Neither the Owner, Engineer, nor the Contractor shall take advantage of any apparent error or omission in the Plans or Specifications, and the Owner shall be permitted to make such minor changes or alterations as may be deemed necessary for the fulfillment of the intent of the Plans and Specifications. Any corrections or alterations so made shall be subject to the provisions of Section 4-3. 5-4 COOPERATION BY CONTRACTOR The Contractor will be furnished necessary copies of the Plans and Special Provisions, and he shall have one copy of each available on the work at all times during its prosecution. He shall give the work his constant attention to facilitate the progress thereof, and shall cooperate with the Owner and Engineer in every way possible. He shall have on the Work site at all times a competent, English-speaking representative authorized to receive orders and act for him and shall not replace him without prior written notification to the Owner. 5-5 UTILITIES Not all of the gas, power, telephone or cable television lines, whether above or below ground, have been shown on the drawings. The location of existing underground utilities, such as water mains, sewers gas mains, etc., as shown on the drawings, have been determined form the best available information and are given for the convenience of the Contractor. The Contractor must assume responsibility for location and protection of all utilities, whether shown or not, and must realize that the actual locations of the utilities shown on the drawings may be different from the location indicated. It is the responsibility of the Contractor to phone the Joint Utility Locating Information for Excavators (J.U.L.I.E.) at least 48 hours before excavation starts (except Saturday, Sunday and Holidays) phone toll free 1-800-892-0123. The Contractor shall also be responsible for having the "Dig Number" assigned as a result of the phone request available at the construction site and at his office. It is understood and agreed that the Contractor has considered in his Proposal all of the permanent and temporary utility appurtenances shown or otherwise indicated on the Plans in their present positions and that no additional compensation will be allowed for any delays, inconvenience, or damage sustained by him due to any interference from the said utility appurtenances of the operation of moving them either by the utilities company or by the Contractor; or on account of any special construction methods required in prosecuting his work due to the existence of said appurtenances. 5-6 COOPERATION BETWEEN CONTRACTORS If separate contracts are let for Work comprising an entire improvement, each Contractor shall conduct his Work so as not to interfere with or hinder the progress or completion of the Work being performed by other Contractors. 042015 G 19 The Contractor shall as far as possible arrange his Work, and place and dispose of the materials being used so as not to interfere with the operations of the other contractors within the limits of the same improvement. He shall join his work with that of the others in an acceptable manner and shall perform it in proper sequence to that of the others. In case of dispute, the latest approved progress schedule shall govern. 5-7 CONSTRUCTION STAKES Construction stakes and/or paint will be furnished and set by the Engineer to mark the general location, alignment, elevation and grade of the Work. The Contractor shall exercise proper care in the preservation of stakes set for his use or the use of the Engineer. The Contractor shall pay for the cost of replacing stakes damaged by his operation or those stolen by others. 5-8 AUTHORITYAND DUTIES OF OBSERVERS Observers employed by the Owner or by the Engineer shall be authorized to observe the progress of the Work to determine if the Work is proceeding in accordance with the technical Plans and Specifications, and to perform such other duties as may be designated by the Engineer. However, the Engineer shall not be responsible for the construction means, methods, techniques, sequences or safety procedures and precautions in connection with the work by the contractors. 5-9 ENGINEER'S FIELD OFFICE AND/OR LABORATORY When required by the Special Provisions, the Contractor shall furnish a field office and laboratory. The field office and/or laboratory shall be a weatherproof building for the exclusive use of the Engineer. It shall be independent of any building used by the Contractor. All keys to the building shall be turned over to the Engineer. The Engineer shall designate the location of the building and it shall remain on the site until released by the Engineer. The building shall conform to the following requirements: Floor space, not less than .......................................................................... 120 square feet Height of ceiling, not less than....................................................................8 feet Windows, not less than ..............................................................................3 Door, with lock approved by the Engineer................................................. 1 Instrument locker, 2 feet x 3 feet x 4 feet,with adjustable shelves Hinged wall table ....................................................................................... 3 feet x 6 feet 042015 G 20 The Contractor shall provide lights, heat, and when electric power is available, summer air conditioning for the building. The conditions shall be acceptable to the Engineer. When shown on the plans or specified in the Special Provisions, the Contractor shall furnish two (2) buildings conforming to the above requirements, one to be used as a field laboratory, and each to be located where designated by the Engineer. With the approval of the Engineer, a mobile building or buildings of approximately the same dimensions and having similar facilities may be substituted for the above described building or buildings. The cost of furnishing the building or buildings, light, heat, and air conditioning shall be paid for at the contract lump sum price for "FIELD OFFICE AND/OR LABORATORY". The office and/or laboratory shall remain the property of the Contractor when the Work is completed. 5-10 CONSTRUCTION OBSERVATION All materials and each part or detail of the Work may be subject at all times to observation by the Engineer and the Owner, or their authorized representatives, and the Contractor will be held strictly to the true intent of the Contract documents in regard to quality of materials, workmanship and the diligent execution of the Contract. Observations may be made at the site or at the source of material supply whether mill, plant or shop. The Engineer, or his representatives, shall be allowed access to all parts of the Work and shall be furnished with such information and assistance by the Contractor as is required to make his observations and construction review. The duty of the Engineer to conduct observations and construction review of the Contractor's performance shall not include review of the adequacy of the Contractor's safety measures in, on, or near the construction site. Engineer shall not at any time supervise, direct, or have control over any contractors' work, nor shall Engineer have authority over or responsibility for the means, methods, techniques, sequences, or procedures of construction selected or used by any contractor, nor for safety precautions and programs in connection with the contractors' work, nor for any failure of any Contractor to comply with laws and regulations applicable to contractors' work. Engineer neither guarantees the performance of any contractor nor assumes responsibility for any contractor's failure to furnish and perform its work. Engineer shall have no authority to stop the work of any contractor on the Project. The Engineer's efforts will be directed toward providing assurance for the Owner that the completed project will conform to the Plans and Specifications as prepared by the Engineer, to safeguard the Owner against variances and deviations from the Plans and Specifications, and to assist in a correct interpretation of the Plans and Specifications. The Engineer shall not have control of the construction and does not have a right, duty or responsibility to stop work for any reason including any contractor's failure to follow proper safety precautions or any acts or omissions. The Engineer shall not be responsible for the acts, errors or omissions of any contractor or any of their agents or employees or any other person performing any of the Work under the Contract. 042015 G 21 The Contractor shall, upon written notice from the Owner, remove or uncover such portions of the finished Work as he may direct, before the final acceptance of the same. After examination, the Contractor shall restore said portion of the Work to the standard required by the Contract documents. If the Work thus exposed or examined proves acceptable, the expenses of uncovering or removing and the replacing of the parts removed shall be paid for as Extra work, unless otherwise provided in the Contract documents, but if the Work so exposed or examined is unacceptable, the expense of uncovering or removing and the replacing of the same in accordance with the Contract documents shall be borne by the Contractor. The Contractor shall supervise and direct the Work. He will be solely responsible for the means, ethods, techniques, sequences and procedures of construction. Any reference to "supervision" by the Engineer in the Illinois Department of Transportation, Standard Specifications for Road and Bridge Construction or any other referenced documents shall be changed to "observation." When the State and/or Federal Government is to pay a portion of the cost of the Work covered by the Contract,the Work shall be subject to the observation of the representatives of those Governments, but such observation shall in no sense make those Governments a part of the Contract. 5-11 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK Work done without lines and grades being given, or beyond the lines shown on the Plans or as given, except as herein provided, or any extra work done without authority will be considered as unauthorized and at the expense of the Contractor, and will not be measured or paid for. Work so done may be ordered by the Owner to be removed or replaced at the Contractor's expense. All work, which has been rejected, shall be remedied or removed and replaced so as to comply with the Plans and Specifications by the Contractor at his own expense. Upon failure on the part of the Contractor to comply promptly with any order of the Owner made under the provisions of this article, the Owner shall, after giving written notice to the Contractor, have the authority to cause defective work to be remedied, or removed and replaced, or to cause unauthorized work to be removed, and to deduct the cost thereof from the contract price due or become due to the Contractor. 5-12 FINAL ACCEPTANCE The Engineer shall make final acceptance of all Work included in the Contract, as soon as practicable after notification by the Contractor that the Work is completed. If the Work is not acceptable to the Engineer, he shall inform the Contractor in writing as to the particular defects to be remedied before final acceptance can be made. 042015 G 22 The Contractor shall be relieved of normal maintenance responsibilities for any sections of the work, which are completed and accepted by the Owner prior to project completion. For the remainder of the Work,the guarantee period shall be as stated in Section 7-16. When the Contract includes work for which the County, State and/or Federal Government is to pay a portion of the cost thereof, such work shall also be subject to the inspection and approval of the representatives of those governments. 5-13 PUBLIC CONSTRUCTION BID ACT, 30 ILCS 557/1 It is agreed that the Public Construction Bid Act, 30 ILCS 557/1, shall not be applicable to this contract pursuant to the home rule powers of the community. 042015 G 23 SECTION 6. CONTROL OF MATERIAL 6-1 QUALITY OF MATERIALS It is the intent of the Specifications that first-class materials shall be used throughout the Work, and that they shall be incorporated as to produce completed construction, which is workmanlike and acceptable in every detail. The cost or collecting and furnishing of samples of all test material shall be borne by the Contractor. The cost of all testing shall be borne by the Owner. Only materials, which conform to the requirements of these Specifications, shall be incorporated in the Work. 6-2 DEFECTIVE MATERIALS All materials not conforming to the requirements of the Specifications shall be considered as defective and shall be removed from the Work; if in place, they shall be removed by the Contractor at his expense and replaced with acceptable materials. No defective materials, the defects of which have been subsequently corrected, shall be used until approval has been given. Upon failure of the Contractor to comply forthwith with any written order of the Owner pursuant to the provisions of this article, the Owner shall have authority to remove and replace defective materials and to deduct the cost of removal and replacement from any monies due to become due the Contractor. 6-3 TESTING MATERIALS All materials should be tested and approved by the Engineer before incorporation in the Work. The Contractor shall give sufficient advance notice of placing orders to permit tests to be completed before the materials are incorporated in the Work and the Contractor shall afford such facilities as the Engineer may require for collecting and forwarding samples and making observations. 6-4 SAND, GRAVEL AND CRUSHED STONE The source of sand, gravel and crushed stone construction shall be approved by the Engineer prior to usage. The approval shall be based upon testing of samples furnished by the Contractor and tested by the Engineer for conformance with Specifications. Approval shall be contingent upon the Contractor using materials on the job, which conform with the samples satisfactorily tested. 6-5 CONCRETE Samples of concrete used in construction shall be taken by the Contractor and made into test cylinders in conformance with ASTM C31. The Owner shall provide the services of an independent testing laboratory to collect and test the cylinders in conformance with ASTM C39, and furnish a copy of test results to the Engineer. Any concrete, which tests indicate failed to conform to the Specifications, shall be removed and replaced at Contractor's expense. At the option of the Owner, the concrete may be accepted and agreed upon adjustment in payment. 042015 G 24 6-6 MISCELLANEOUS MATERIALS Fittings, valves, castings, hydrants, house service pipes, masonry blocks, bricks, manhole sections or other miscellaneous manufactured materials used in water and sewer construction shall be furnished with the implied guarantee that such materials conform with the requirements of the Specifications. The Engineer reserves the right to require a certified statement from the manufacturer of such materials that the specific materials have been inspected and tested and conform with the Specifications. 6-7 JOB SITE OBSERVATION Regardless of any tests of materials made at the source, the Contractor shall carefully inspect all materials before installation and reject any materials, which have been damaged or have visible flaws. The Engineer also reserves the right to make such observation, but failure to detect irregularities does not relieve the Contractor of responsibility to remove and replace materials, which are found to be defective after installation. 6-8 STORED MATERIALS If it is necessary to store materials, they shall be protected in such a manner as to insure the preservation of their quality and fitness for the Work. All stored materials shall be inspected at the time of use in the Work, even though they may have been inspected and approved before being placed in storage. The Contractor may use the right-of-way for storage of materials. If stockpiling is done outside the right-of-way,the additional space required shall be provided by the Contractor at his expense. 6-9 "OR EQUAL"CLAUSE Whenever, in any of the Contract Documents, an article, material or equipment is defined by describing a proprietary product, or by using the name of a manufacturer, or vendor, the term "or equal", if not inserted shall be implied except where the Proposal provides for alternate bids. The specific article, materials, or equipment mentioned shall be understood as indication of the type function, minimum standard or design, efficiency and quality desired and shall not be construed in such a manner as to exclude manufacturer's products of comparable quality, design and efficiency. The Contractor shall comply with the requirements of the Contract Documents relative to an Owner's approval of materials and equipment before they are incorporated in the project. 042015 G 25 SECTION 7. LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 7-1 LAWS TO BE OBSERVED The Contractor shall at all times observe and comply with all Federal laws, State laws, County laws, local laws, ordinances, and regulations which in any manner affect the conduct of the Work, and all such orders or decrees as exist at the time Bids are advertised, of legislative bodies or tribunals having legal jurisdiction or authority over the work and no plea of misunderstanding or ignorance thereof will be considered. The Engineer shall not be responsible for determining whether the Contractor is in compliance with these laws, ordinances and regulations. The Contractor shall indemnify and save harmless the Owner, the Engineer, and all of their officers, agents, employees and servants against any claim or liability, including legal fees, arising from or based on the violation of such law, ordinance, regulation, order or decree, whether by themselves or their employees. 7-1.01 INDEMNIFICATION To the fullest extent permitted by law, the Contractor shall defend, indemnify and hold harmless Owner and REL and their respective officers, agents and employees, from and against all claims, damages, losses, costs, expenses, judgments and liabilities, including but not limited to attorney's fees, costs and expenses, arising out of or in connection with Contractor's performance of or failure to perform this Agreement, provided that any such claim, damage, loss, costs, expenses, judgments or liabilities are attributable to bodily injury, sickness, disease or death, or to injury or destruction of tangible personal property, including the loss of use resulting therefrom, that is caused in whole or in part by any act or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by any party indemnified hereunder. Contractor shall defend, indemnify and hold harmless Owner, REL, and their respective officers, agents and employees from and against all claims, damages, losses, costs and expenses arising out of, relating to, or incurred in connection with the use by Contractor, its officers, agents, subcontractors and employees of any equipment, materials, tools, construction equipment, machinery, and/or motor vehicles owned or leased by Owner. The indemnification provided by this Section shall apply regardless of whether Owner consents to the use of equipment by Contractor. In the event such indemnity as described above is prohibited by law, then said indemnity shall only be to the extent caused by the negligent acts or omissions of the Contractor, subcontractors, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, or to the extent allowed by applicable law. 042015 G 26 The indemnification obligation under this paragraph shall not be limited in any way by any limitations on the amount or type of damages, compensation or benefits payable by or for the benefit of Contractor or any indemnities under any Worker's Compensation Act, Occupational Disease Act, Disability Benefits Act, or any other employee benefits act. The Contractor further agrees to waive any and all liability limitations based upon the Worker's Compensation Act court interpretations or otherwise. Contractor agrees that a similar waiver of liability limitation will be incorporated in its agreements with subcontractors or anyone directly or indirectly employed by them. Contractor agrees that in the event it fails to incorporate such a waiver of liability limitation in its agreements with said subcontractors and others, then it will be responsible for any additional liability arising out of said failure. The defense and indemnification obligations set forth in this provision shall survive the termination or expiration of this Agreement. Contractor further agrees that all future contracts in furtherance of this contract between Contractor and any of its subcontractors will designate Owner and REL as intended third party beneficiaries of that contract. Contractor hereby agrees to specifically label Owner and REL as an "intended third party beneficiaries" in all contracts entered in furtherance of this contract. 042015 G 27 7-3 PERMITS AND LICENSES The Contractor, prior to commencing work, shall at his own expense procure all permits, licenses, and bonds necessary for the prosecution of the work, required by Municipal, County, State and Federal regulations, unless specifically provided otherwise in the Special Conditions of the Contract. The Contractor shall also give all notice, pay all fees, and comply with all Federal, State, County and Municipal laws, ordinances, rules and regulations and building and construction codes bearing on the conduct of the Work. 7-4 PATENTS AND ROYALTIES If any design, device, material or process covered by letters patent or copyright is used by the Contractor, he shall provide for such use by legal agreement with the owner of the patent or a duly authorized licensee of such owner, and shall save harmless the Owner and the Engineer from any and all loss or expense on account thereof, including its use by the Owner. 042015 G33 7-5 STATE AND FEDERAL PARTICIPATION When the County, State, and/or the Federal Government pays all or any portion of the cost of the Work, the Work shall be subject to the inspection of the appropriate agency. 7-6 SANITARY PROVISIONS The Contractor shall comply with all rules and regulations of the Federal, State, County, and local health departments, and shall take precautions to avoid creating unsanitary conditions. The Engineer shall not be responsible for determining whether the Contractor is in compliance with these rules and regulations. 7-7 PUBLIC CONVENIENCE AND SAFETY The Contractor shall notify the Owner at least five (5) days in advance of the starting of Work, which might in any way inconvenience or endanger traffic, so that arrangements may be made, if necessary, for closing the road and providing suitable detours. The Contractor shall at all times conduct the Work as to insure the least obstruction to vehicular and pedestrian traffic. The convenience of the general public and of residents along the roadway shall be provided for in an adequate and satisfactory manner. (See also 7-9, 7-14 and 8-6.) If a temporary road is required for the convenience of the general public and/or residents along the roadway, temporary road requirements will not be paid for separately, but will be incidental to the Contract and no extra compensation will be allowed. 7-8 BARRICADES AND WARNING SIGNS When any section of road is closed to traffic, the Contractor shall provide, erect, and maintain barricades, red flags, signs and lights at each end of the closed section and at all intersecting roads in accordance with the Illinois Manual of Uniform Traffic Control Devices. If during the progress of the work, it is necessary to provide access to private property along the road, the Contractor shall provide, erect, and maintain within the closed portion of the road, such barricades, signs, flags and lights as may be necessary to protect the Work and to safeguard local traffic. When traffic is to be permitted to use the road during construction, the Contractor shall protect the work and provide for safe and convenient public travel by providing, erecting, and maintaining such barricades, red flags, and lights as are necessary. The Contractor's responsibility for the work, as provided in Section 7-15, shall apply, even though barricades, signs, red flags, and lights are installed as required above. 042015 G 34 The cost of furnishing and maintaining barricades, warning signs, red flags, and lights as required herein shall be incidental to the Contract and no extra compensation will be allowed. The Engineer shall not be responsible for determining whether the Contractor is in compliance with these rules and regulations. 7-9 DEBRIS ON TRAVELED SURFACE OR STRUCTURES Where the Contractor's equipment is operated on any portion of the traveled surface or structures used by traffic on or adjacent to the section under construction, the Contractor shall clean the traveled surface of all dirt and debris at the end of each day's operation. The cost of this work shall be included in the unit prices bid and no additional compensation will be allowed. The Engineer shall not be responsible for determining whether the Contractor is in compliance with these rules and regulations. 7-10 EQUIPMENT ON TRAVELED SURFACE AND STRUCTURES The traveled surface and structures on or adjacent to the work shall be protected, from damage by lugs or cleats on treads or wheels of equipment. All equipment used in the prosecution of the work shall comply with the legal loading limits established by the statutes of the State of Illinois or local regulations when moved over or operated on any traveled surface or structure unless permission in writing has been issued by the Owner. Before using any equipment, which may exceed the legal loading, the Contractor shall secure a permit, allowing ample time for making an analysis of stresses to determine whether or not the proposed loading would be within safe limits. The Owner will not be responsible for any delay in construction operations or for any costs incurred by the Contractor as a result of compliance with the above requirements. The Engineer shall not be responsible for determining whether the Contractor is in compliance with these rules and regulations. 7-11 USE OF EXPLOSIVES When the use of explosives is necessary for the prosecution of the Work, the Contractor shall be governed by the rules and regulations of the Department of Mines and Minerals of the State of Illinois and any local regulations, which govern the use of explosives. The Engineer shall not be responsible for determining whether the Contractor is in compliance with these rules and regulations. 7-12 USE OF FIRE HYDRANTS If the Contractor desires to use water from hydrants, he shall make application to the proper authorities, and shall conform to the municipal ordinances, rules or regulations concerning their use. Water from 042015 G35 hydrants or other sources shall be at the Contractor's expense unless otherwise provided in the Special Provisions. Fire hydrants shall be accessible at all times to the Fire Department. No material or other obstructions shall be placed closer to a fire hydrant than permitted by municipal ordinances, rules or regulations, or within ten feet(10') of a fire hydrant, in the absence of such ordinances, rules or regulations. 7-13 PROTECTION AND RESTORATION OF PROPERTY If corporate or private property interferes with the Work, the Contractor shall notify, in writing, the owners of such property, advising them of the nature or disposition of such property. The Contractor shall furnish the Owner with copies of such notifications and with copies of any agreements between him and the property owners concerning such protection or disposition. The Contractor shall take all necessary precautions for the protection of corporate or private property, such as walls and foundations of buildings, vaults, underground structures of public utilities, underground drainage facilities, overhead structures of public utilities, trees, shrubbery, crops and fences contiguous to the Work, of which the Contract does not provide for removal. The Contractor shall protect and carefully preserve all official survey monuments, property marks, section markers, and Geological Survey monuments, or other similar monuments, until the Owner or an authorized surveyor or agent has witnessed or otherwise referenced their location or relocation. The Contractor shall take reasonable precautions to avoid disturbing any archeological and other historic remains encountered during construction. The Contractor shall notify the Owner of the presence of an such survey or property monuments or archeological and other historic remains as soon as they are discovered. The Contractor shall be responsible for the damage or destruction of property of any character resulting from error, neglect, misconduct or omission in his manner or method of execution or non-execution of the Work, or caused by defective Work or the use of unsatisfactory materials, and such responsibility shall not be released until the Work shall have been completed and accepted and the requirements of the Specifications complied with. Whenever public or private property is so damaged or destroyed, the Contractor shall at his own expense, restore such property to a condition equal to that existing before such damage or injury was done by repairing, rebuilding, or replacing it as may be directed, or he shall otherwise make good such damage or destruction in an acceptable manner. If he fails to do so,the Owner may, after the expiration of a period of forty-eight (48) hours after giving him notice in writing, proceed to repair, rebuild, or otherwise restore such property as may be deemed necessary, and the cost thereof shall be deducted from any compensation due, or which may become due the Contractor under his contract. The Contractor shall remove all mailboxes within the limits of construction, which interfere with construction operations and shall erect them at temporary locations. As soon as construction 042015 G36 operations permit, he shall set the mailboxes at their permanent locations. The Contractor shall replace at his own expense any mailbox or post which has been damaged by his operations. The cost of all materials required and all labor necessary to comply with the above provisions will not be paid for separately, but shall be considered as incidental to the Contract, unless otherwise specified in the Special Provisions. 7-14 PROTECTION AND RESTORATION OF TRAFFIC SIGNS Any traffic sign within the limits of construction, which interferes with construction operations, may be removed by the Contractor when authorized by the traffic sign owner. Any traffic sign, which has been removed, shall be re-erected immediately by the Contractor at the temporary location designated by the traffic sign owner, and as soon as construction operations permit, the sign shall be set at its permanent location. The cost of all materials required and all labor necessary to comply with this provision will not be paid for separately, but shall be considered as incidental to the contract. The Contractor shall replace at his own expense any traffic sign or post which has been damaged due to his operations. Any traffic sign designated as critical by the traffic sign owner shall not be disturbed and no additional compensation will be allowed the Contractor for any delays, inconvenience, or damage sustained by him due to any special construction methods required in prosecuting his work due to the existence of such traffic signs. 7-15 CONTRACTOR'S RESPONSIBILITY FOR WORK The Work shall be under the control and care of the Contractor until final acceptance or use or occupancy by the Owner. The Contractor shall assume all responsibility for injury or damage to the Work by action of the elements or from any other cause whatsoever, and shall rebuild, repair, restore, and make good, at his expense, all injuries or damages to the Work, except that when the Work is opened to usage by written order of the Owner, the provisions of this article shall not apply to damage caused by such use and not due to the Contractor's fault or negligence. When materials are furnished to the Contractor by the Owner for inclusion in the work, the Contractor's responsibility for handling and installation of all such materials shall be the same as for materials furnished by him. In case of suspension of Work by the Contractor, the Contractor shall be responsible for the Work and shall take such precautions as may be necessary to prevent damage to the Work, provide for normal drainage and shall erect any necessary temporary structures, signs, or other facilities at his expense. 042015 G37 7-16 GUARANTEE PERIOD The Contractor shall warrant all Work performed for a period of one (1) year from the date of final acceptance in writing by the Engineer. In case of acceptance of a part of the work for use or occupancy prior to final acceptance of the entire Work, the guarantee for the part so accepted shall be for a period of one year from the date of such partial acceptance, in writing, by the Engineer. In placing orders for equipment, the Contractor shall purchase same only under a written guarantee from the respective manufacturers that the equipment supplied will function satisfactorily as an integral part of the completed Work in accordance with the Plans and Specifications, and that the manufacturer will repair or otherwise make good any defects in workmanship or materials which may develop within a period of one (1) year from the date of final acceptance. Furthermore, the Contractor shall require that the manufacturer agree in writing at the time the order for equipment is placed that he will be responsible for the proper functioning of the equipment in cooperation with the Contractor, and that whenever necessary during the installation period or tuning up period following construction period,the manufacturer will supply without additional cost to the Owner, such superintendence and mechanical labor and any adjustments and additional parts and labor needed to make the equipment function satisfactorily, even if same was not shown on the approved shop drawings. 7-17 PERSONAL LIABILITY OF OWNER'S AGENTS In carrying out the provisions of this contract, or in exercising any power or authority granted to the Owner, there shall be no personal liability upon any officer or authorized agent of the Owner provided the Owner is a governmental body, it being understood that all such persons act as agents and representatives of the Owner. 7-18 NO WAIVER OF LEGAL RIGHTS The Owner and the Engineer shall not be precluded by any measurement, 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 that the Work or materials do not conform in fact to the Contract. The Owner shall not be precluded, notwithstanding any such measurement, estimate, or certificate and payment in accordance therewith, from recovering from the Contractor and his sureties such damages as if it may sustain by reason of his failure to comply with the terms of the Contract. Neither the acceptance by the Owner, nor any representative of the Owner, 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 Owner, shall operate as a waiver of 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. 042015 G 38 7-19 SAFETY Contractor shall comply with State and Federal Safety regulations as outlined in latest revision of Federal Construction Safety Standards (Series 1926) and with applicable provisions and regulation of Occupation Safety and Health Administration (OSHA) Standards of the Williams-Steiger Occupational Health and Safety Act of 1970 (rev.). The Engineer shall not be responsible for determining the Contractor's compliance with these regulations. The Contractor is solely responsible for the safety procedures, programs and methods of its employees, subcontractors of every tier, and agents. Contractor shall hold the Owner and the Engineer harmless for any and all damages resulting from violations thereof. 7-20 USE OF PRIVATE LAND The Contractor shall not use any vacant lot or private land as a plant site, depository for materials, or as a spoil site without the written authorization of the owner of the land (or his agent), a copy of which authorization shall be filed with the Owner. 7-21 USE OF WATER Contractors desiring to use water furnished by the Owner will be required to make application for extension to the proper authorities and conform to the rules and regulations provided in such cases by the municipal ordinances and pay the usual water rates. 7-22 COST OF SERVICES The Contractor will be required to pay the established water rates for water obtained from the Owner. Large quantities of water for flushing trenches, filling mains, testing or other operations shall be drawn only at night or at times specifically authorized by the Owner. The cost of all power, lighting and heating required during construction shall be paid by the Contractor and its costs merged in the contract price. 7-23 WORK IN BAD WEATHER No construction work shall be done during stormy, freezing or inclement weather, except such as can be done satisfactorily, and to secure first-class construction throughout, and then only subject to permission of the Owner. 7-24 SUNDAY WORK 042015 G 39 No work shall be performed under these specifications at night or on Sunday and legal holidays without the approval of the Owner. If it is found necessary to continue the work at night or on Sunday or on a legal holiday, the Contractor will be charged for the Engineering and observation at such times at the rate of Seven Hundred Fifty Dollars ($750.00) per day of eight (8) working hours for each person doing such work on the job, and the amount will be deducted from money due to the Contractor at the time of settlement. 7-25 WATCHMEN Watchmen are to be provided by the Contractor at the site of the project to prevent loss, damage to property, or accidents. 7-26 CONSTRUCTION DEBRIS The Contractor shall not conduct any generation, transportation, or recycling of construction or demolition debris, clean or general or uncontaminated soil generated during construction, remodeling, repair, and demolition of utilities, structures, and roads that is not commingled with any waste, without the maintenance of documentation identifying the hauler, generator, place of origin of the debris or soil, the weight or volume of the debris or soil, and the location, owner, and operator of the facility where the debris or soil was transferred, disposed, recycled or treated. This documentation must be maintained by the Contractor for 3 years. 042015 G 40 SECTION S. PROSECUTION AND PROGRESS 8-1 SUBLETTING OR ASSIGNMENT OF CONTRACT The Contractor shall not sublet, sell, transfer, assign, or otherwise dispose of the Contract or Contracts or any portion thereof, or of his right,title, or interest therein, without written consent of the Owner. In case such consent is given, the Contractor will be permitted to sublet a portion thereof, but shall perform with his own organization, Work amounting to not less than 50 per cent of the total Contract, except that any items designated in the Contract as "specialty items" may be performed by subcontract and may be deducted from the total Contract price before computing the amount of work required to be performed by the Contractor with his own organization. No subcontracts, or transfer of Contract, shall in any case release the Contractor of his liability under the Contract. All transactions of the Owner shall be with the Contractor; subcontractors shall be recognized only in the capacity of employees or workmen and shall be subject to the same requirements as to character and competence. 8-2 PROGRESS SCHEDULE Promptly after the award of the contract, if requested, the Contractor shall submit to the Owner a satisfactory progress schedule, which shall show the proposed sequence of work, and how the Contractor proposes to complete the various items of work within the number of days set up on the contract. The progress schedule shall be reviewed and revised periodically as working conditions warrant. The Contractor shall confer with the Owner in regard to the prosecution of the Work in accordance with this schedule. This schedule shall be used as a basis for establishing major construction operations, and for checking progress of the Work. 8-3 PRE-CONSTRUCTION CONFERENCE Unless the need for a preconstruction conference is waived by the Engineer, the Contractor shall make himself and his representatives available to meet with the Engineer and other representatives of the Owner, prior to the start of construction to discuss scheduling, handling of materials, payments, etc. 8-4 PROSECUTION OF THE WORK The Contractor shall begin the Work to be performed under the contract not later than ten (10) days after the execution and acceptance of the Contract, unless otherwise provided, but not prior to the execution of the Contract. 8-5 COMPLETION DATE The Contractor shall complete all Work on or before the stipulated completion date, or on or before a later date determined as specified herein; otherwise, the Owner may proceed to collect liquidated damages described hereinafter. 042015 G 42 When a delay occurs due to unforeseen causes beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, acts of the public enemy, governmental acts, fires, floods, epidemics, strikes, extraordinary delays in delivery of materials caused by strikes, lockouts, wrecks, freight embargoes, governmental acts, or acts of God, the time of completion shall be extended in whatever amount is determined by the Owner. An "Act of God" means an earthquake, flood, cloudburst, cyclone, or other cataclysmic phenomena of nature beyond the power of the Contractor to foresee or make preparation in defense against. A rain, windstorm or other natural phenomenon of normal intensity, based on U.S. Weather Bureau reports, for the particular locality and for the particular season of the year in which the work is being prosecuted, shall not be construed as an "Act of God", and no extension of time will be granted for the delays resulting therefrom. 8-6 LIMITATIONS OF OPERATIONS The Contractor shall conduct his work so as to create a minimum amount of inconvenience to vehicular and pedestrian traffic. At any time when, in the judgment of the Owner, the Contractor has obstructed or closed the road or is carrying on operations on a greater portion of a street than is necessary for the proper prosecution of the Work, the Owner may require the Contractor to finish the section on which Work is in progress before the Work is started on any additional section. (See also Section 7-7). 8-7 SUSPENSION OF WORK The Owner shall have authority to suspend the Work wholly or in part,for such period of time as he may deem necessary, due to conditions unfavorable for the satisfactory prosecution of the Work, or to conditions which in his opinion warrant such action; or for such time as is necessary by reason of failure on the part of the Contractor to carry out orders given, or to perform any or all provisions of the Contract. No additional compensation will be paid the Contractor because of any costs caused by such suspension, except when the suspension is ordered for reasons not resulting from any act or omission on the part of the Contractor. If it becomes necessary to stop Work for an indefinite period of time, the Contractor shall store all material in such manner that they will not obstruct or impede the traveling public unnecessarily or become damaged in any way, take every precaution to prevent damage or deterioration of the Work performed, provided suitable drainage of the roadway, and erect temporary structures where necessary. The Contractor shall not suspend Work without written authority from the Owner. (See also Section 7-15). 8-8 DETERMINATION AND EXTENSION OF CONTRACT TIME FOR COMPLETION When the time for completion of the Work contemplated is specified in the Contract, it is understood that the completion of the Work within the time specified is an essential part of the Contract. If the Contractor finds it impossible to complete the Work within the time specified in the Contract, he may, at 042015 G 43 any time prior to the last thirty (30) days of the Contract time specified, make written request to the Owner for an extension of Contract time. He shall set forth in full in his request the reasons, which he believes justify the granting of his request. If the Owner finds that the Work is delayed because of conditions beyond the control of the Contractor, or that the quantities of work done, or to be done, are in excess, he shall promptly grant an extension of time for completion, which appears reasonable and proper. The extended time for completion shall then be considered as in effect the same as if it were the original Contract time for completion. 8-9 FAILURE TO COMPLETE THE WORK ON TIME Should the Contractor fail to complete the Work within the Contract time the Contractor shall be liable to the Owner in the amount shown in the following schedule of deductions, as liquidated damages, and not as a penalty, for each day of overrun in the Contract time or such extended time as may have been allowed. SCHEDULE OF DEDUCTIONS FOR EACH DAY OF OVERRUN IN CONTRACT TIME Original Contract Amount Daily Charge From more To and than Including Calendar Day Work Day $ 0 100,000 $475 $ 675 100,000 500,000 750 1,050 500,000 1,000,000 1,025 1,425 1,000,000 3,000,000 11275 1,725 3,000,000 6,000,000 1,425 2,000 6,000,000 12,000,000 2,300 3,450 12,000,000 And over 5,800 8,125 8-10 DEFAULT ON CONTRACT If the Contractor fails to begin the Work under Contract within the time specified, or fails to perform the Work with sufficient workmen and equipment or with sufficient materials to insure the completion of said Work within the Contract time, or shall perform the Work unsuitable, or shall neglect or refuse to remove materials or perform anew such Work as shall be rejected as defective and unsuitable, or shall discontinue the prosecution of the Work, or if the Contractor shall become insolvent or be declared bankrupt, or shall commit any act of bankruptcy or insolvency, or shall make an assignment for the benefit of creditors, the Owner shall give notice in writing to the Contractor and his surety of such delinquency, said notice to specify the corrective measures required. If the Contractor, within a period of ten (10) days after said notice, shall not proceed in accordance therewith, the Owner shall have full power and authority to forfeit the rights of the Contractor and at its 042015 G 44 option to call upon the surety to complete the Work in accordance with the terms of the contract, or it may take over the Work, including any or all materials and equipment on the ground as may be suitable and acceptable, and may complete the Work with his own forces, or may enter into a new agreement for the completion of said Contract according to the terms and provisions thereof, or use such other methods as, in its opinion, shall be required for the completion of said Contract in an acceptable manner. All costs and charges incurred by the Owner, together with the cost of completing the work under Contract, shall be deducted from the Contract amount. In case the expense so incurred by the Owner shall be less than the sum which would have been payable under the Contract if it had been completed by the Contractor, the Contractor shall be entitled to receive the difference subject to any claims for liens thereon in case such expense shall exceed the sum which would have been payable under the Contract, the Contractor and the surety shall be liable and shall pay to the Owner the amount of such excess. 8-11 TERMINATION OF THE CONTRACTOR'S RESPONSIBILITY Whenever the Work called for by the Contract shall have been completely performed on the part of the Contractor and all parts of the Work have been approved and deemed to be in compliance with the Technical Plans and Specifications by the Engineer, according to the Contract, and the final estimate paid, the Contractor's obligations shall be considered fulfilled, except as set forth in his Bond, in Section 7-18 and his one-year guarantee, in Section 7-16. 042015 G 45 SECTION 9. MEASUREMENT AND PAYMENT 9-1 MEASUREMENT OF QUANTITIES All Work completed under the Contract will be measured by the Engineer according to United States Standard Measures. The method of measurement shall be described in the Specifications or the Special Provisions. 9-2 SCOPE OF PAYMENT The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all materials, labor, tools and equipment; for performing all Work contemplated and embraced under the Contract; for all loss or damage arising out of the nature of the Work or from action of the elements; for any unforeseen difficulties or obstructions which may arise or be encountered during the prosecution of the Work until its final acceptance by the Owner; for all risks of every description connected with the prosecution of the Work; also, for all such expenses incurred by or in consequence of suspension or discontinuance of such prosecution of the work as herein specified, or for any infringement of patents, trademarks, or copyrights, and for completing the Work in an acceptable manner according to the Contract Documents. Contractor will be paid in cash and/or negotiable warrants at intervals, and in accord with the terms of the Contract. Except for subdivision contracts, the Owner will retain ten percent (10%) of each periodic payment until final completion and acceptance by the Owner of all Work included in the Contract. The payment of any current estimate prior to final acceptance of the Work by the Owner shall in no way constitute an acknowledgment of the acceptance of the Work, nor in any way prejudice or affect the obligation of the Contractor, at his expense, to repair, correct, renew, or replace any defects or imperfections in the construction or in the strength or quality of the materials used in or about the construction of the Work under Contract and its appurtenances, nor any damage due or attributable to such defects, which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the Work. Defects, imperfections, or damage, shall be determined by the Engineer observing the work for compliance with the Plans and Specifications, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. 9-3 INCREASED OR DECREASED QUANTITIES Whenever the quantity of any item of Work as given in the Proposal shall be increased or decreased, payment shall be made on the basis of the actual quantity completed at the unit price for such item named in the Proposal, except as otherwise provided in Sections 4-3 or in the detailed specifications for each class of Work. 042015 G 46 9-4 PAYMENT FOR EXTRA WORK Extra Work which results from any of the changes as specified in Section 4-3 shall not be started, except in case of an emergency, until receipt of a written authorization or Work order from the Owner, which authorization shall state the items of work to be performed and the method of payment for each item. Work performed without such order will not be paid for. Extra work will be paid for: A. Either at a lump sum price or at unit prices agreed upon by the Contractor and the Owner. (In case a Supplemental Agreement is signed between the Contractor and the Owner,the agreed prices pertaining thereto shall prevail). B. If acceptable to the Engineer, on the following force account basis: 1. Labor. The Contractor will be paid the actual amount of wages for all labor and foreman in direct charge of the specific Work for each hour that said labor and foreman are actually engaged in such Work,to which cost shall be added twenty percent (20%) of the sum thereof. 2. Bond, Insurance, Tax, Welfare Fund and other Payments. The Contractor will receive the actual cost of Contractor's bond, public liability and property damage insurance, workmen's compensation insurance, social security tax, welfare fund and other payments, if any, in accordance with agreements applicable to the Contract, required for force account work, to which no percentage shall be added. The Contractor shall furnish satisfactory evidence of the rate or rates paid for such bond, insurance tax, welfare fund and other payments. 3. Materials. The Contractor will receive the actual cost for all materials which are an integral part of the finished Work, including freight charges as shown by the original receipted bills, to which shall be added fifteen percent (15%) of the sum thereof. The Contractor will be reimbursed for any materials used in the construction of the Work, such as sheeting, false work, form lumber, curing materials, etc., which are not an integral part of the finished Work. The amount of reimbursement shall be agreed upon in writing before such Work is begun, and no percent shall be added. The salvage value of such materials shall be taken into consideration in the reimbursement agreed upon. 042015 G 47 4. Equipment. Machinery and equipment, which the Contractor has on the job for use on contract items, shall be used on extra Work as deemed necessary or desirable. The Contractor will be paid for all machinery and equipment used on extra work in accordance with the latest revision of "SCHEDULE OF AVERAGE ANNUAL EQUIPMENT OWNERSHIP EXPENSE WITH OPERATING COST" as issued by the Department of Transportation, State of Illinois, for the period that said machinery and equipment are in use on such Work, to which no percent shall be added. In the event that equipment is used which is not included in aforesaid publication, the latest edition of the "Compilation of Nationally Averaged Rental Rates for Construction Equipment" complied by Equipment Distributors, 615 West 22nd Street, Oak Brook, Illinois 60521, shall be used to determine equipment rental rates and no percent shall be added to the rates indicated in such publication. 9-5 PAYMENT FOR SUBCONTRACTING, EXTRA WORK Where an authorized subcontractor performs some or all of the Work qualifying as an Extra Work item and compensation is to be based on the terms of paragraph 9-4 (2), the cost of labor, bonds, material and equipment shall be the cost to the subcontractor on these items and an additional allowance to the prime Contractor of five percent (5%) of all costs as determined in paragraph 9-4 (2) shall be made in such instances. 9-6 PARTIAL PAYMENTS Once each month, the Contractor will make an approximate estimate, in writing, of the materials in place complete, the amount of Work performed, and the value thereof, at the contract unit prices. From the amount so determined of completed work there shall be deducted ten percent (10%) to be retained until after the completion of the entire Work to the satisfaction of the Owner, and the balance certified to the Owner for payment. In addition, an estimate may, at the discretion of the Owner and upon presentation of receipted bills and freight bills, be made for payment of the value of acceptable non-perishable materials delivered at the Work site or in acceptable storage places and not used at the time of such estimate. The care and storage of such material shall be the Contractor's responsibility. In the absence of receipted bills, an estimate may, at the request of the Contractor and at the discretion of the Owner, be made for payment of the value of materials in acceptable storage places and not used at the time of the estimate, but in such an event payment shall be made of such amounts by a check requiring the endorsement of both the Contractor and materials supplier. Endorsement of such a check by the material supplier shall be construed a waiver of lien for the cost of materials covered by the check. Such materials, when so paid for by the Owner, shall become the property of the Owner, and in the event of default on the part of the Contractor, the Owner may use or cause to be used such materials in the construction of the Work 042015 G 48 provided for in the Contract. The amount thus paid by the Owner shall be deducted from estimates due the Contractor as the material is used in the Work. 9-7 ACCEPTANCEAND FINAL PAYMENT Whenever the Work provided for by the Contract shall have been completely performed on the part of the Contractor, and all parts of the Work have been deemed to be in substantial compliance with the Plans and Specifications by the Engineer and accepted by the Owner, a final estimate showing the value of the Work will be prepared by the Engineer as soon as the necessary measurements and computations can be made, all prior estimates upon which payments have been made being approximate only and subject to correction in the final payment. The amount of this estimate, less any sums that have been deducted or retained under the provisions of the Contract, will be paid to the Contractor as soon as practicable after the final acceptance, provided the Contractor has furnished to the Owner satisfactory evidence that all sums of money due for any labor, materials, apparatus, fixtures, or machinery furnished for the purpose of such Work have been paid or that the person or persons to whom the same may be due have consented to such final payment. Neither the final payment on this contract by the Owner nor any provisions in the contract documents shall relieve the Contractor of the responsibility for negligence in the furnishing and installation of faulty materials or for faulty workmanship which shows up within the extent and period provided by law or within the guarantee period of one (1) year from final acceptance of the work performed under this Contract, whichever is greater, nor of the responsibility of remedying such faulty workmanship and materials. The acceptance by the Contractor of the final payment shall constitute a release and waiver of all claims by the Contractor except those previously made and still unsettled. 9-8 OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS The Owner may withhold, in addition to retained percentages, from payment to the Contractor, such an amount or amounts as may be necessary to cover: A. Payments that may be earned or due for just claims for labor and materials furnished in and about the Work. B. For defective Work not remedied. C. For failure of the Contractor to make proper payments to his subcontractors. D. For reasonable doubt that the contract can be completed for the balance then unpaid. The Owner will disburse and shall have the right to act as agent for the Contractor in disbursing such funds as have been withheld pursuant to this paragraph to the party or parties who are entitled to payment therefrom. The Owner will render to the Contractor a proper accounting of all such funds disbursed in behalf of the Contractor. 042015 G 49 The Owner also reserves the right, even after full completion and acceptance of the Work, to refuse payment of the final ten percent (10%) due the Contractor, until it is satisfied that all subcontractors, material suppliers, and employees of the Contractor have been paid in full. 9-9 RELEASE OF CLAIMS AND LIENS Neither the final payment nor any part of the retained percentage shall become due until the Contractor shall deliver to the Owner a complete release of all claims or liens arising out of this contract, or receipts in full in lieu thereof and, if required in either case, an affidavit that so far as he has knowledge or information the release and receipts include all the labor and materials for which a lien or claim could be filed; but the Contractor may, if a subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactory to the Owner to indemnify the Owner against any claim or lien (in cases where such payment is not already guaranteed by surety bond). If any claim or lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all monies that the latter may be compelled to pay in discharging such a lien, including all costs and a reasonable attorney's fee. 042015 G 50 Appendix C DIVISION II Technical Specifications EXCAVATION AND CLEAN U P SECTION 1. EXCAVATION AND BACKFILL FOR UNDERGROUND CONDUITS 1 1-1 DESCRIPTION 1 1-2 CONSTRUCTION DETAILS 1 SECTION 2. RESTORATION OF SURFACES 13 2-1 GENERAL 13 2-2 CONSTRUCTION DETAILS 13 SECTION 3. FINISHING AND CLEAN UP FOR UNDERGROUND CONDUITS 16 3-1 CLEAN UP 16 SECTION 1. EXCAVATION AND BACKFILL FOR UNDERGROUND CONDUITS 1-1 DESCRIPTION For the purpose of this section, underground conduits shall be considered sewer pipe, water main or any other pipe conduit indicated on the Plans. Wherever the term "pipe" or "pipe line" is used, it shall mean underground conduit. Excavation and backfill shall include all excavation, backfilling, compacting, disposal of surplus material, restoration of all disturbed surface, and all other work incidental to the construction of trenches, including any additional excavation which may be required for manholes or other structures forming a part of the pipe line. 1-2 CONSTRUCTION DETAILS 1-2.01 SURFACE REMOVAL AND TOPSOIL PRESERVATION Along the proposed pipe lines as indicated on the Plans, the Contractor shall remove the surface materials only to such widths as will permit a trench to be excavated which will afford sufficient room for proper efficiency and proper construction. Where sidewalks, driveways, pavements and curb and gutter are encountered, care shall be taken to protect such against fracture or disturbance beyond reasonable working limits. In areas specified on the Plans, topsoil suitable for final grading and landscaping shall be piled separately in locations approved by the Owner and preserved so that it may be restored after the remainder of the backfill is replaced. 1-2.02 WIDTH OF EXCAVATION A. The bottom width of the trench at and below the top of the pipe and inside the sheeting and bracing, if used, shall be in accordance with Section 550.04 of the Standard Specifications, unless otherwise noted. Note: The strength or class of pipe shall be as indicated on the Plans. B. Trench sheeting and bracing or a trench shield shall be used as required by the rules and regulations of O.S.H.A. The Engineer shall not be responsible for determining whether the contractor is in compliance with this provision. The bottom of the trench excavation shall conform to the details shown on the Plan. C. If these trench widths are exceeded without the written permission of the Engineer, the pipe shall be installed with a concrete cradle or with concrete encasement or a stronger pipe than originally specified shall be used as approved by the Engineer. 112014 EC 1 1-2.03 EXCAVATION BELOW GRADE In cases where the excavation is carried beyond or below the lines and grades given by the Engineer,the Contractor shall, at his own expense, refill all such excavated space with suitable granular material. 1-2.04 ROCK EXCAVATION A. GENERAL Wherever "rock" is used as the name of an excavated material, it shall mean boulders or pieces of rock, concrete, or masonry measuring one-half (1/2) cubic yard or more, hard shale or solid ledge rock and masonry which requires for its removal the continuous use of pneumatic tools or drilling and blasting. Before payment is allowed for "Rock Excavation", the Contractor shall be required to demonstrate the material cannot be removed "by hand pick" or by power operated excavator or shovel. No payment will be made for Rock Excavation unless air tools or explosives were used by the Contractor. No payment will be made for "Rock Excavation" unless the Engineer approves such payment in writing in advance upon being satisfied that the material meets the above criteria. B. MEASUREMENT FOR PAYMENT Where "Rock Excavation" is to be measured for payment, quantities will be determined by the Engineer. Rock required to be removed shall be computed by the cubic yard. Width for pay purposes shall be the measured width of rock removed, but shall not exceed the width specified in Section 550.04 of the Standard Specifications, plus any sheeting and bracing if required. Depth for pay purposes shall be the difference in elevation between the top and bottom of the rock as determined by the Engineer. Where rock is encountered in the bottom of the trench, the maximum depth for payment purposes will be six inches (6") below the bottom of the pipe. Where the proposal does not contain a pay item for "Rock Excavation", the additional cost of rock removal as defined by the specifications shall be paid on extra work basis. (Division I, Section 9-4). C. PAYMENT Payment shall be made at the Contract unit price per cubic yard of "Rock Excavation" These prices shall be full compensation for furnishing all materials; for all preparation, excavation and disposal of rock; and for all labor, equipment, tools and incidentals necessary to complete the item. 112014 EC 2 1-2.05 SUBSURFACE EXPLORATION All information available to the Owner, if any, on subsurface exploration will be made available for examination by prospective Bidders. However, it is understood and agreed that the Owner shall in no way be held responsible for interpretation of this information, its accuracy or its thoroughness. Prospective Bidders shall make such subsurface explorations as they believe necessary to verify and supplement information received from the Owner. 1-2.06 EXPLORATORY EXCAVATION A. GENERAL Whenever, in the opinion of the Engineer, it is necessary to explore an excavate in advance of the Work to determine the best line and grade for the construction of the proposed pipe line, the Contractor shall make explorations and excavations for such purposes. B. PAYMENT The cost of such excavation will be paid at the contract unit price per foot for "Exploration Trench", or if no Bid Item is included, on an extra work basis. 1-2.07 BRACED AND SHEETED TRENCHES A. GENERAL Open-cut trenches shall be sheeted and braced or otherwise protected as required by any governing Federal or State laws and municipal ordinances, and as may be necessary to protect life, property, or the Work. In any event, the minimum protection shall conform to the recommendations in the Occupational Safety and Health Act Standards for Construction (OSHA). A sand box or trench shield may be used in lieu of sheeting as permitted by OSHA. When close-sheeting is used, it shall be so driven as to prevent adjacent soil from entering the trench either below or through such sheeting. Tight sheeting shall be used in that portion of the excavation in or along state and county highways below the intersection of a 1 to 1 slope line from the nearest face of the excavation to the edge of the pavement. Where sheeting and bracing are used, the trench width shall be increased accordingly. The sheeting will be driven to the full depth of work, or to a depth where the soil has the stability necessary to meet the OSHA standards, whichever is lower. The shallower depth of required sheeting may be established by soil boring and analysis, to be performed at the Contractor's sole cost. The owner shall have the right of consent in the selection of the soils engineer for the sampling and analysis. This provision shall not relieve the contractor, in any degree, from his responsibilities under the contract. 112014 EC 3 Sheeting and bracing, which are required to be left in place shall be cut off at the specified elevation. Trench bracing, except that specified to be left in place, may be removed when the backfilling reaches the said bracing's level. All sheeting except that required to be left in place may be removed as the excavation is refilled, in such a manner as to avoid bank cave-in(s) or disturbance to the adjacent area(s) or structure(s). The voids left by the withdrawal of the sheeting shall be carefully filled by jetting,vibrating, ramming or other satisfactory means. B. PAYMENT Payment for sheeting and bracing, and all other Work incidental to sheeting and bracing, shall not be made separately but shall be included in the Contract price for the pipe size, except when ordered left in place. Payment for timber sheeting left in place when shown on the plans or directed by the Engineer shall be made at the Contract unit price per 1,000 board feet of "Timber Sheeting Left in Place." Payment for steel sheet piling when specified shall be made at the Contract unit price per square foot for "Steel Sheet Piling." Payment for steel sheet piling left in place when shown on the plans or directed by the Engineer shall be made at the Contract unit price per square foot for "Steel Sheet Piling Left in Place." 1-2.08 TRENCHES WITH SLOPING SIDES, LIMITED The Contractor may, at his option, where working conditions and right-of-way permit, excavate pipe line trenches with sloping sides, but with the following limitations: A. In general, only braced and vertical trenches will be permitted in traveled streets, alleys or narrow easements. B. Where trenches with sloping sides are permitted, the slopes shall not extend below the top of the pipe, and trench excavations below this point shall be made with vertical sides with widths not exceeding those specified hereinbefore for the various sizes of pipe. 112014 EC 4 1-2.09 SHORT TUNNELS In some instances, trees, fire hydrants, sidewalks and other obstructions may be encountered, the proximity of which may be a hindrance to open-cut excavation. In such cases, the Contractor shall excavate by means of short tunnels in order to protect such obstructions against damage. Where such obstructions are shown on the Plans, short tunnel work shall be considered incidental to the construction of the pipe line and shall not be grounds for extra payment or payment for tunnel work. Where such obstructions are not shown on the Plans, payment will be at the Contract unit price or as extra work in accordance with Division I, Section 9-4. 1-2.10 PILING EXCAVATION MATERIAL All excavated material shall be stockpiled to avoid obstructing streets, sidewalks and driveways. Excavated material suitable for backfilling shall be stockpiled separately on the site. No material shall be placed closer than 2'0" to the edge of an excavation. Fire hydrants under pressure, valve pit covers, valve boxes, curb top boxes, or other utility controls shall be left unobstructed and accessible until the Work is completed. Gutters shall be kept clear or other satisfactory provisions made for street drainage. Natural watercourses shall not be obstructed or polluted. Surplus material and excavated material unsuitable for backfilling shall be transported and disposed of off the site in disposal areas obtained by the Contractor. 1-2.11 REMOVAL OF WATER The Contractor shall at all times during construction provide and maintain ample means and devices with which to promptly remove and properly dispose of all water entering the excavations or other parts of the Work until all Work to be performed therein has been completed. No sanitary sewer shall be used for disposal of trench water, unless specifically approved by the Engineer and then only if the trench water does not ultimately arrive at existing pumping or sewage treatment facilities. No water containing settle able solids shall be discharged into storm sewers. 1-2.12 BLASTING Blasting for excavation will be permitted only after securing the approval of the Owner and only when proper precautions are taken for the protections of persons and property. The hours of blasting will be reviewed by the Owner. Any damage caused by blasting shall be repaired by the Contractor at his expense. The Contractor's methods of procedure in blasting shall conform to Federal and State laws and municipal ordinances and O.S.H.A. rules and regulations. The Engineer shall not be responsible for determining whether the contractor is in compliance with these rules and regulations. 112014 EC 5 1-2.13 SAFETY A. BARRICADES, GUARDS AND SAFETY PROVISIONS To protect persons from injury and to avoid property damage, adequate barricades, construction signs, lights and guards as required shall be placed and maintained by the Contractor at his expense during the progress of the construction Work and until it is safe for traffic to use the roads and streets. All material piles, equipment and pipe which may serve as obstructions to traffic shall be enclosed by fences or barricades and shall be protected by proper lights when the visibility is poor. The rules and regulations of O.S.H.A. and appropriate authorities respecting safety provisions shall be observed. The Engineer shall not be responsible for determining whether the contractor is in compliance with these rules and regulations. B. STRUCTURE PROTECTION Temporary support, adequate protection and maintenance of all underground and surface structures, drains, sewers and other obstructions encountered in the progress of the Work shall be furnished to the Contractor at his expense. Any structures which may have been disturbed shall be restored upon completion of the Work. C. PROTECTION OF PROPERTY AND SURFACE STRUCTURES Trees, shrubbery, fences, poles and all other property and surface structures shall be protected during construction operations unless their removal for purposes of construction is authorized by the Engineer. Any fences, poles, or other man-made surface improvements which are moved or disturbed by the Contractor shall be restored to the original conditions, after construction is completed, at the Contractor's expense. Any trees, shrubbery or other vegetation which are approved for removal or ordered for removal by the Engineer in order to facilitate construction operations shall be removed completely, including stumps and roots, by the Contractor. Responsibility for any damage or claims for damage caused by construction operations to shrubbery or other landscape improvements which were not authorized for removal by the Engineer shall be assumed by the Contractor. 1-2.14 DEVIATIONS OCCASIONED BY STRUCTURES OR UTILITIES Wherever obstructions are encountered during the progress of the Work and interfere to such an extent that an alteration in the plan is required, the Engineer shall have the authority to change the Plans and order a deviation from the line and grade or arrange with the owners of the structures for the removal, relocation or reconstruction of the obstructions. Where gas, water, telephone, electrical, hot water, steam, or other existing utilities are an impediment to the vertical or horizontal alignment of the proposed pipe line,the Engineer shall order a change in grade or alignment or shall direct the Contractor to arrange with the owners of the utilities for their removal. 112014 EC 6 1-2.15 INTERRUPTION TO UTILITIES The Contractor shall proceed with caution in the excavation and preparation of the trench so that the exact location of underground structures may be determined. Prior to proceeding with trench excavation, the Contractor shall contact all utility companies in the area to aid in locating their underground services. The Contractor shall take all reasonable precautions against damage to existing utilities. However, in the event of a break in an existing water main, gas main, sewer or underground cable, he shall immediately notify the responsible official of the organization operating the utility interrupted. The Contractor shall lend all possible assistance in restoring services and shall assume all cost, charges, or claims connected with the interruption and repair of such services if the location of said utility was marked by the owner thereof prior to excavation. 1-2.16 MAINTENANCE OF TRAFFIC AND CLOSING OF STREETS The Contractor shall carry on the Work in a manner which will cause a minimum of interruption to traffic, and may close to through travel not more than two consecutive blocks, including the cross street intersected. Where traffic must cross open trenches, the Contractor shall provide suitable bridges at street intersections and driveways. The Contractor shall post suitable signs indicating that a street is closed and necessary detour signs for the proper maintenance of traffic. Prior to closing of any streets, the Contractor shall notify responsible municipal authorities at least five (5) days in advance of the starting of the Work, unless otherwise approved by the municipality. 1-2.17 CONSTRUCTION IN EASEMENTS In easements across private property, the Contractor shall confine all operations in the easement area and shall be responsible and liable for all damage outside of the easement area. Trees, fences, shrubbery or other type of surface improvements located in the easements will require protection during construction. The provisions of Section 1-2.14C above shall apply to all easement areas as well as to public right-of-way. Precautions shall be taken by adequate sheeting or other approved method to prevent any cave-in or subsidence beyond the easement limits or damage to improvements within the easement. In general, the easement area is intended to provide reasonable access and working area for efficient operation by the Contractor. Where easement space for efficient operation is not provided, the Contractor shall be responsible for organizing his operations to perform within the restrictions shown on the Plans. The Owner shall make available to the Contractor a copy of the construction easements. 112014 EC 7 1-2.18 UNDERGROUND CONDUIT CONSTRUCTED IN TUNNEL A. GENERAL Where shown on the plans or where specifically authorized by the Engineer, pipe lines shall be constructed in tunnel. This work will be made in accordance with requirements of any permits obtained by the Owner from railroads or state or county highway departments for tunnel work or in accordance with the following paragraph. B. MATERIALS Pipe materials shall be as shown on the Plans or as described in the Special Provisions. C. EXCAVATION AND LAYING Requirements for excavation and laying and for joints shall be those applicable for the type of pipe line involved, unless otherwise specified. Before starting excavations for tunnel shafts or jacking or augering pits, the Contractor shall submit drawings of proposed sheeting and bracing arrangements which have been prepared, signed and sealed by a structural Engineer registered in the State of Illinois for Work in Illinois and by a structural Engineer registered in the State of Indiana for Work in Indiana. An adequate ventilation system shall be provided to properly ventilate all parts of the tunnel. D. METHODS OF CONSTRUCTION 1. The tunnel shall be only of sufficient width and height to provide free working space. The sides and roof of the tunnel shall be braced sufficiently to support the external loads and to prevent caving, bulging, and settlement of the earth. 2. The Contractor shall backfill all tunnels with well compacted sand, fine gravel or stone screenings as rapidly as the conditions permit. 3. The backfill material shall be deposited in the tunnel in such a manner as not to injure or disturb the pipe. The filling of the tunnel shall be carried on simultaneously on both sides of the pipe in such a manner that injurious side pressures do not occur. Special care shall be taken to compact the backfill under the haunches of the pipe. The remainder of the tunnel, or such portion of the remainder as may be possible, shall then be backfilled by one of the following methods, at the option of the Contractor. a. The material shall be deposited in uniform layers not to exceed twelve inches (12") thick (loose measure) and such layer either inundated or deposited in water. 112014 EC 8 b. The tunnel shall be backfilled with loose material or only partly backfilled at a time, if necessary, and settlement secured in either case by introducing water through holes jetted into the material to a point approximately two feet (2') above the top of the pipe. 4. If neither of the above methods is practicable or can be used for only a portion of the backfill, the remainder of the tunnel shall be completely backfilled with material carefully deposited in uniform layers and each layer compacted by ramming or tamping with appropriate tools. 5. When sheeting and bracing have been used, sufficient bracing shall be left across the trench as the backfilling progresses to hold the sides and top firmly in place without caving or settlement before the backfilling has been placed. This bracing may be removed as soon as practicable. 6. Any depressions which may develop within the area involved in the construction operations due to settlement of the backfilling material shall be filled. E. USE OF CASING PIPE The Contractor may use metal casing pipe as a tunnel liner in place of timber shoring for tunnel sections. The design data for such pipe, including, but not necessarily limited to, the diameter, gauge, type of pipe, method of placing and installation will be submitted for the owner's review. The void space between tunnel liners or casing pipe and the carrier pipe shall be filled with compacted sand or other approved material. F. JACKING OR BORING OF PIPE The Contractor may, subject to the approval of the Owner, use special cast iron or specially designed reinforced concrete jacking pipe jacked and/or bored into position with or without tunnel liners,for tunneled sections pipe. G. MEASUREMENT AND PAYMENT Underground conduit constructed in tunnel will be paid for at the unit prices Bid for "Underground Conduit Constructed in Tunnel" for the various type and sizes for the actual length of tunnel Work. Payment shall include all labor, materials and equipment necessary to construct the conduit and tunnel, complete in place, including excavation and backfill, shoring and bracing, furnishing and laying casing pipe where required and carrier pipe, and all other Work necessary for a complete installation. 112014 EC 9 1-2-19 SANITARYSEWERS A. GENERAL The methods of excavating and backfilling sanitary sewer pipe shall be in compliance with the latest edition of the Illinois Department of Transportation, "Standard Specifications for Road and Bridge Construction", and the Metropolitan Water Reclamation District of Greater Chicago, "Manual of Procedure", latest revision. Where there is a conflict of these specifications, the MWRDGC, "Manual of Procedure" shall be used. B. MATERIAL Pipe material shall be as shown on the Plans or as described in the Special Provisions. No substitution of material shall be made without written approval from the Owner. C. EXCAVATION AND BEDDING The trench shall be excavated to an elevation to allow for the following bedding. Bedding, other than concrete embedment, shall consist of gravel, crushed gravel, crushed stone or crushed slag, 1/4" to 1" in size. As a minimum, the material shall conform to the requirements of Article 1004.01 of the State Specifications or ASTM Designation C-33. The gradation shall conform to Section 1004, gradation CA 11 or CA 13 or to ASTM Gradation No. 67. The pipe shall be laid so that it will be uniformly supported and the entire length of the pipe barrel will have full bearing. No blocking of any kind shall be used to adjust the pipe to grade except when used with embedment concrete. Bedding shall be required for all sewer construction, except ductile iron pipe, and shall be of a thickness equal to 1/4 of the outside diameter of the sewer pipe with a maximum thickness of eight inches (8") but shall not be less than four inches (4") Where unsuitable material is encountered at the grade established, all such unsuitable soil shall be removed under the pipe and for the width of the trench, and shall be replaced with well compacted bedding material,to the satisfaction of the Engineer. Where rock is encountered, it shall be removed below grade and replaced with a cushion of well compacted bedding material having a thickness under the pipe of not less than eight inches (8"). The cost of furnishing, placing and compacting bedding material will be considered as incidental work and no additional compensation will be allowed. D. BACKFILLING The backfilling of the sanitary sewer pipe trench shall be the same as for storm sewer pipe described in Section 550.07 of the Standard Specifications. 112014 EC 10 E. METHOD OF MEASUREMENT The method of measurement shall be the same as for storm sewer pipe described in Section 550.09 of the Standard Specifications except measurements will be made to the center of manholes. F. BASIS OF PAYMENT This work will be paid for at the Contract unit price per foot for "Sanitary Sewer" of the type and diameter specified and measured as specified. "Trench Backfill", when specified, will be measured and paid for at the Contract unit price per foot unless otherwise stated in the Special Provisions or contract documents. 1-2.20 WATER MAINS A. GENERAL The method of excavating and backfilling water mains shall be in compliance with the latest edition of the Illinois Department of Transportation, "Standard Specifications for Road and Bridge Construction," and those below. B. MATERIAL Pipe material shall be as shown on the Plans or as described in the Special Provisions. No substitution of material shall be made without written approval of the Owner. C. EXCAVATION AND BEDDING The trench shall be excavated to an elevation to allow the minimum cover over the pipe as called for on the plans. Provision must be made by the Contractor to allow for any future cuts to be made to the ground over the pipe to assure that the minimum cover is maintained. Bedding as described in Section 1-2.21C for sanitary sewers shall be required for all water mains, except ductile iron pipe that requires no bedding. The method of bedding for unsuitable material and where rock is encountered shall also comply with the conditions of that Section. The cost of furnishing, placing and compacting bedding material will be considered as incidental work and no additional compensation will be allowed. D. BACKFILLING The backfilling of the water main pipe shall be the same as for storm sewer pipe as described in Section 550.07 of the Standard Specifications except that the moist fine aggregate backfill to the elevation of the center of the pipe will not be required for ductile iron pipe. For PVC or any other type of pipe, the moist fine aggregate shall be 112014 EC 11 brought to a level 12" above the top of the pipe and it shall be compacted as described in that Section. E. METHOD OF MEASUREMENT "Water main" pipe of the different types and diameters will be measured by the lineal foot in place. Unless they are listed as separate Bid items, the water main item shall include all fittings required and all other material, except trench backfill within the specified trench. F. BASIS OF PAYMENT This work will be paid for at the Contract unit price per lineal foot for "Water main" of the type and diameter specified and measured as specified. "Trench Backfill", when specified, will be measured and paid for at the Contract unit price per foot, unless otherwise specified in the special provisions or contract documents. 112014 EC 12 SECTION 2. RESTORATION OF SURFACES 2-1 GENERAL Restoration of surfaces shall include the removal of the existing surface,the disposal of surplus material, and the construction of new surfaces as indicated on the plans or Special Provisions. The type of surface restoration required shall be shown on the Plans or described in the Special Provisions. 2-2 CONSTRUCTION DETAILS 2-2.01 TEMPORARY SURFACE OVER TRENCH Wherever conduits are constructed under traveled roadways, driveways, sidewalks, or other traveled surfaces, a temporary surface shall be placed over the top of the trench as soon as possible after compaction, as specified above, has been satisfactorily completed. The temporary surface shall consist of a minimum of six inches (6") of coarse aggregate conforming to the current specifications of the State Specifications for Grade No. CA-9 or CA-10. The top of the temporary surface shall be smooth and meet the grade of the adjacent undisturbed surface. The temporary surface shall be maintained at the Contractor's expense until final restoration of the street surface is completed, unless specific items for temporary aggregate is specified. No permanent restoration of street surface shall be initiated until authorized by the Engineer. 2-2.02 REMOVAL OF PAVEMENT,SIDEWALK, DRIVEWAYAND CURB Wherever the pipe is located along or across an improved surface, the width of the trench shall be held as nearly as possible to the maximum width specified in Section 1-2.02. Where brick or concrete pavement, sidewalk, driveway or curbing is cut, the width of the cut shall exceed the actual width of the top of the trench by twelve inches (12") on each side or a total of two feet (2'). Exposed surfaces of portland cement or asphaltic concrete shall be cut with a pavement saw before breaking. Care shall be taken in cutting to insure that a straight joint is sawed. 2-2.03 REPLACEMENT OF PERMANENT TYPE PAVEMENT,SIDEWALKS, DRIVEWAYS, CURBS, GUTTERS AND STRUCTURES. The Contractor shall restore (unless otherwise specified or ordered by the Engineer) all permanent type pavements, sidewalks, driveways, curbs, gutters, shrubbery, fences, poles and other property and surface structures removed or disturbed during or as a result of construction operations to a condition which is equal in appearance and quality to the condition that existed before the Work began. The surface of all improvements shall be constructed of the same material and match in appearance the surface of the improvement which was removed. Where trench backfill is used, the restoration shall be made as soon as possible after jetting of the backfill has been completed. 112014 EC 13 2-2.04 REPLACING EXISTING TEMPORARY STREET AND ALLEY SURFACES A. GENERAL For the purpose of this specification, all existing street and alley surfaces shall be considered temporary except: (1) concrete or brick pavements; (2) an asphaltic concrete or a bituminous treated surface over a soil cement, concrete, crushed stone or selected gravel base. Specifically included as temporary street surfaces, shall be compacted earth, cinders, shale, mixtures of gravel and earth or crushed stone and earth, whether or not these respective materials are further stabilized by road oil or bituminous surface treatment. This work should not be confused with Temporary Surface Over Trench as specified in Section 2-2.01. Where conduits are constructed under temporary street or alley surfaces, or where such surfaces are used for the placement of backfill material or are disturbed by construction operations, the Contractor shall reconstruct, by grading and shaping, the entire width of roadway, and any drainage facilities which may have existed, to the original condition at the Contractor's expense, including that portion within the specified trench width where removal and restoration is paid for under a separate payment item. Where, in the opinion of the Engineer, the conduit is located in the traveled portion of the temporary street or alley traveled surface, a new temporary surface shall be constructed over the trench, as specified in Section 2-2.01 of this Division. After this surface has been placed, it shall be maintained by the Contractor until final restoration is authorized. Just prior to final restoration,the entire width of the street to be restored shall be scarified. For final surface restoration, the Contractor shall apply a bituminous treatment to the entire width of the traveled surface, as ordered by the Engineer. The bituminous treatment shall consist of the application of a bituminous prime coat and a bituminous surface treatment corresponding to the materials and construction methods described in the State Specifications for bituminous surface treatment, Class A-1, A-2, or A-3 as specified, or shown in the bid items. The Engineer reserves the right to order the omission of Bituminous Surface Treatment in any locations where such omission may be, in his opinion, in the public interest. B. MEASUREMENT Measurement for purposes of payment shall be computed by using the actual length and width of surface to which treatment is applied, in accordance with these Specifications. 112014 EC 14 C. PAYMENT The cost of final restoration of the surface shall be paid for at the contract unit price per foot, unless so stated in the Special Provisions or for all State of Illinois projects, for "Bituminous Surface Treatment", of the type specified. Such price shall include the cost of all labor and materials necessary to provide the bituminous treatment as specified. 2-2.05 DISPOSAL OF SURPLUS EXCAVATED MATERIAL Surplus excavated material not needed for backfill shall be promptly removed from the site to locations provided by the Contractor. The cost of removal and disposal of surplus excavated materials will be included in the respective unit prices for pipeline or conduit construction and no additional payment will be allowed therefor. 2-2.06 CLEANING UP All surplus materials and all tools and temporary structures shall be removed from the site by the Contractor. All dirt, rubbish and excess earth from the excavation shall be hauled to a dump provided by the Contractor and the construction site left clean and acceptable to the Owner at the earliest possible date. 112014 EC 15 SECTION 3. FINISHING AND CLEAN UP FOR UNDERGROUND CONDUITS 3-1 CLEAN UP Before acceptance of underground conduits construction, all pipes, manholes, catch basins, fire hydrants and other appurtenances shall be cleaned of all debris and foreign material. After all backfill has been completed, the ground surface shall be shaped to conform to the contour of adjacent surfaces. General clean up of the entire construction area shall otherwise conform to applicable requirements specified. 112014 EC 16 Appendix D DIVISION II Technical Specifications WATER DISTRIBUTION SECTION 1. PIPE FOR WATER MAINS AND SERVICE CONNECTIONS 1 1-1 GENERAL 1 1-2 PIPE MATERIALS 1 SECTION 2. PIPE INSTALLATION FOR WATER MAINS 3 2-1 GENERAL 3 2-2 CONSTRUCTION 3 SECTION 3. GATE VALVES FOR WATER MAINS 16 3-1 DESCRIPTION 16 3-2 MATERIALS 16 3-3 INSTALLATION OF GATE VALVES 19 SECTION 4. BUTTERFLY VALVES FOR WATER MAINS 20 4-1 DESCRIPTION 20 4-2 DATA TO BE FURNISHED BY CONTRACTOR 20 4-3 WORKMANSHIP 20 4-4 MARKINGS 20 4-5 PAINTING 21 4-6 TESTS 21 SECTIONS. VALVE VAULTS AND BOXES FOR WATER MAINS AND WATER SERVICES 22 5-1 GENERAL 22 5-2 MATERIALS 22 5-3 CONSTRUCTION DETAILS 22 SECTION 6. FIRE HYDRANTS 23 6-1 DESCRIPTION 23 6-2 MATERIALS 23 6-3 CONSTRUCTION DETAILS 24 SECTION Z PRESSURE CONNECTION 26 7-1 GENERAL 26 7-2 DEFINITION OF TERMS 26 7-3 MATERIALS 27 7-4 VALVES 27 7-5 TAPPING FITTINGS 27 7-6 INSTALLATION PROCEDURE 27 7-7 EXCAVATION AND BACKFILL 28 SECTION 1. PIPE FOR WATER MAINS AND SERVICE CONNECTIONS 1-1 GENERAL These Specifications cover the pipe fittings and accessory items normally used for water distribution systems. Special considerations will be covered in the Plans and Special Provisions. Specification references made herein for manufactured materials such as pipe, hydrants, valve and fittings refer to designations for American Water Works Association (AWWA) or to American National Standards Institute (ANSI), as they are effective on the date of call for bids. Copies of these publications may be obtained at nominal cost from the American Water Works Association, 6666 West Quincy Avenue, Denver, Colorado 80235 and from the American National Standards Institute, 1430 Broadway, New York, New York 10018. 1-2 PIPE MATERIALS The type of pipe and fittings to be used in water mains will be stated in the Special Provisions, Plans or Bid items. Where new water main is proposed to be constructed in the vicinity of an existing non potable force main,the water main shall be identified as a potable water line in a manner approved by the Engineer. The Contractor shall be responsible for all material furnished by him and shall replace at his own expense all such material found defective in manufacture or damaged in handling after delivery by the manufacturer. This shall include the furnishing of all material and labor required for the replacement of installed material discovered defective prior to the final acceptance of the Work. The Contractor shall be responsible for the safe storage of material furnished by or to him, and accepted by him, and intended for the Work, until it has been incorporated in the completed project. The interior of all pipe fittings and other accessories shall be kept free from dirt and foreign matter at all times. Valves and hydrants shall be drained and stored in a manner that will protect them from damage by freezing. Any material furnished by the Owner that becomes damaged after acceptance by the Contractor shall be replaced by the Contractor at his own expense. 1-2.01 CONCRETE CYLINDER PIPE Reinforced concrete water pipe, steel cylinder type prestressed, shall conform to the latest AWWA Standard C 301. Size, class marking, specials, lengths, etc., shall be as specified on the Plans or in the Special Provisions. 112014 W 1 1-2.02 DUCTILE IRON PIPE Ductile Iron Pipe shall conform to ANSI A 21.51 (AWWA C151), class to thickness designed per ANSI A 21.50 (AWWA C150), tar (seal) coated and/or cement lined per ANSI A 21.4 (AWWA C104), with mechanical or rubber ring (slip seal or push on)joints. Plans or Special Provisions shall indicate standard designation,thickness, class, coating and/or lining, and joint type. 1.2.03 CAST IRON OR DUCTILE IRON PIPE FITTINGS All cast iron or ductile iron fittings, 3 inch through 48 inch shall conform to the latest ANSI/AWWA C110. Cast or ductile iron, coatings or linings or other items shall be specified in the Special Provisions. 1-2.04 SERVICE PIPE,STOPS, FITTINGS,AND BOXES A. SERVICE PIPE All service pipe shall be copper water tube, Type K, soft temper, for underground service, conforming to ASTM B-88 and 13251. The pipe shall be marked with the manufacturer's name or trade mark indicative of the type of pipe. The outside diameter of the pipe shall conform to ASTM B251 Table 2. B. STOPS AND FITTINGS All corporation stops and curb stops shall be fabricated of brass and shall be provided with outlets suitable for copper connections. Curb stops shall be of the round-way type. Fittings for service pipe shall be copper and of the compression type. 1-2.05 SPECIALTY VALVES Specialty valves and fittings such as cutting-in valves,tapping sleeves and valves, inserting valves, and air release valves shall conform to the requirements of the Special Provisions and shall be installed at locations indicated on the Plans. 1-2.06 SERVICE METERS AND APPURTENANCES Service meters and appurtenances shall be located, furnished and installed in accordance with the requirements of the Special Provisions and the Plans. Appurtenances where required may include meter box, meter box cover, meter yoke, corporation cock, curb stop and incidental fittings. 112014 W 2 SECTION 2. PIPE INSTALLATION FOR WATER MAINS 2-1 GENERAL Pipe shall be installed in accordance with the manufacturer's specifications and instructions for the type of pipe used and applicable AWWA standards, such as C600 and C603, unless modified or changed in the Special Provisions. 2-2 CONSTRUCTION 2-2.01 PROTECTION OF WATER MAINS A. GENERAL Water mains and water service lines shall be protected from sanitary sewers, storm sewers, combined sewers, house sewer service connections and drains as follows: B. HORIZONTAL SEPARATION-WATER MAINS AND SEWERS 1. Water mains shall be located at least ten feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. 2. Water mains may be located closer than ten feet to a sewer line when a. local conditions prevent a lateral separation of ten feet; and b. the water main invert is at least 18 inches above the crown of the sewer; and c. the water main invert is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer. 3. When it is impossible to meet (1) or(2) above, both the water main and drain or sewer shall be constructed of slip-on or mechanical joint cast or ductile iron pipe or prestressed concrete pipe, equivalent to water main standards of construction. The drain or sewer shall be pressure tested to the maximum expected surcharge head before backfilling. C. VERTICAL SEPARATION-WATER MAINS AND SEWERS 1. A water main shall be separated from a sewer so that its invert is a minimum of 18 inches above the crown of the drain or sewer whenever water mains cross storm sewers, sanitary sewers or sewer service connections. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. A length of water main pipe 112014 W 3 shall be centered over the sewer to be crossed with joints equidistant from the sewer or drain. 2. Both the water main and sewer shall be constructed of slip-on or mechanical joint cast or ductile iron pipe, prestressed concrete pipe, equivalent to water main standards of construction when: a. it is impossible to obtain the proper vertical separation as described in (1) above; or b. the water main passes under a sewer or drain. 3. A vertical separation of 18 inches between the invert of the sewer or drain and the crown of the water main shall be maintained where a water main crosses under a sewer. Support the sewer or drain lines to prevent settling and breaking the water main, as shown on the Plans or as approved by the Engineer. 4. Construction shall extend on each side of the crossing until the perpendicular distance from the water main to the sewer or drain line is as least ten feet. D. WATER SERVICE LINES 1. The horizontal and vertical separation between water service lines and all storm sewers, sanitary sewers, combined sewers or any drain or sewer service connection shall be the same as water main separation described in Sections 2- 2.028 and 2-2.01C above. 2. Water pipe described in Sections 2-2.01B, 2-2.01C and 2-2.01D shall be met unless special considerations are covered in the Plans and Special Provisions. E. SPECIAL CONDITIONS Conditions in Sections 2-2.01B, 2-2.01C and 2-2.01D shall be met unless special considerations are covered in the Plans and Special Provisions. F. SEWER MANHOLES No water pipe shall pass through or come into contact with any part of a sewer or sewer manhole. 2-2.02 EXCAVATION AND BACKFILL Excavation and backfill for water mains shall conform to the provisions of Division II, Sections 1, 2 and 3 of the Excavation and Cleanup Specifications and the requirements below. A. DEPTH OF PIPE COVER Unless otherwise shown on the plans or indicated in the Special Provisions, all pipe shall be laid to a minimum depth of five (S') feet measured from the existing ground surface 112014 W 4 or established grade to the top of the barrel of the pipe. In areas subject to subsequent excavation or fill, the mains shall be laid to assure a minimum depth of five (5') feet or to grades shown on the Plans. B. TRENCH WIDTH The trench width may vary and depend upon the size of pipe, depth of trench and the nature of the excavated material encountered. In any case, the trench width shall be ample to permit the pipe to be laid and jointed properly and the backfill to be placed and compacted. C. PIPE FOUNDATIONS The trench, unless otherwise specified, shall have flat bottom conforming to the grade to which the pipe is to be laid. The pipe shall be laid on sound soil cut true and even so that the barrel of the pipe will have a bearing for its full length. Bell holes shall be excavated for joints. Any part of the trench excavated below grade shall be corrected with an approved material and thoroughly compacted. D. DEWATERING OF TRENCH Where water is encountered in the trench, it shall be removed during pipe- laying and jointing operation. Provisions shall be made to prevent floating of the pipe. Trench water shall not be allowed to enter the pipe at any time. 2-2.03 HANDLING OF THE PIPE All types of pipe shall be handled in such manner as will prevent damage to the pipe or coating. Accidental damage to pipe or coating shall be repaired to the satisfaction of the Engineer or be removed from the job and methods of handling shall be corrected to prevent further damage when called to the attention to the Contractor. Threaded pipe ends shall be protected by couplings or other means until laid. The pipe and fittings shall be inspected by the Contractor for defects while suspended above grade. Dirt or other foreign material shall be prevented from entering the pipe or pipe joint during handling or laying operations and any pipe or fitting that has been installed with dirt or foreign material in it shall be removed, cleaned and re-laid. At times when pipe laying is not in progress, the open ends of the pipe shall be closed by a watertight plug or by other means approved by the Engineer to ensure absolute cleanliness inside of the pipe. 112014 W 5 2-2.04 LAYING OF PIPE ON CURVES Long radius curves, either horizontal or vertical, may be laid with standard pipe by deflections at the joints. If the pipe is shown curved on the Plans and no special fittings are shown, the Contractor can assume that the curves can be made by deflection of the joints with standard lengths of pipe. Where field conditions require deflections of curves not anticipated by the Plans, the Engineer will determine the methods to be used. No additional payment will be made for laying pipe on curves as shown on the Plans, nor for field changes involving standard lengths of pipe deflected at the joints. Maximum deflections at pipe joints and laying radius for the various pipe lengths are as found in the following standards: Ductile Iron Pipe ANSI/AWWA C600 Bell and Spigot Joints only Required for Special Conditions Ductile Iron Pipe Mechanical Joints ANSI/AWWA C600 Ductile Iron Pipe Push on Joints NSI/AWWA C-600 Concrete Cylinder Pipe See Manufacturer's Recommendations When rubber gasketed pipe is laid on a curve, the pipe shall be jointed in a straight alignment and then deflected to the curve alignment. Trenches shall be made wider on curves for this purpose. 2-2.05 DUCTILE IRON PIPE A. JOINTS FOR DUCTILE IRON PIPE Joints for ductile iron pipe shall be in accordance with the following applicable specifications unless otherwise noted: 1. Mechanical Joints- AWWA C111 and C600 2. Push-On Joints - AWWA C111 and C600 B. JOINTING MECHANICAL JOINT PIPE The outside of the spigot and inside of the bell of mechanical joint pipe shall be thoroughly cleaned to remove all foreign matter from the joint. The cast iron gland shall then be slipped on to the spigot end of the pipe with the lip extension of the gland toward the socked or bell end. The rubber gasket shall be placed on the spigot end with 112014 W 6 the thick edge toward the gland. The pipe shall be pushed forward to completely seat the spigot end in the bell. The gasket shall then be pressed into place within the bell, being careful to have the gasket evenly located around the entire joint. The cast iron gland shall then be moved along the pipe into position and bolted. Nuts spaced 180 degrees shall be tightened alternately to AWWA C600 Standards in order to produce an equal pressure on all parts of the gland. C. JOINTING RUBBER GASKET JOINT PIPE(AWWA C111) The inside of the bell shall be thoroughly cleaned to remove all foreign material from the joints. The circular rubber gasket shall be inserted in the gasket seat provided. A thin film of gasket lubricant shall be applied to the inside surface of the gasket. Gasket lubricant shall be a solution of vegetable soap or other solution supplied by the pipe manufacturer and approved by the Engineer. The spigot end of the pipe shall be cleaned and entered into the rubber gasket in the bell, using care to keep the joint from contacting the ground. The joint shall then be completed by forcing the plain end into the seat of the bell. Pipe which is not furnished with depth mark shall be marked before assembly to assure that the spigot end is inserted to the full depth of the joint. Field-cut pipe lengths shall be bevelled to avoid damage to the gasket and facilitate making the joint. To insure electrical conductivity on ductile iron pipe water mains, brass wedges shall be installed as follows: Pipe Size Wedges Required 2" thru 12" 2 each (180°apart) Above 12" 2 pair of 2 each (180" apart) Caldweld bonding, as approved or specified by Engineer, may also be utilized. 2-2.06 CONCRETE PRESSURE PIPE A. LAYING CONCRETE PRESSURE PIPE Pipe shall be laid and jointed in accordance with manufacturer's recommendations and these Specifications. In the absence of manufacturer's recommendations, the AWWA installation manual M-9 shall be used. 112014 W 7 B. JOINTING CONCRETE PRESSURE PIPE All joint surfaces of the bell and spigot (tongue and groove) shall be thoroughly cleaned to remove all dirt and foreign material. The spigot or tongue end of the pipe with the gasket in place and with all surfaces lubricated as recommended by the pipe manufacturer shall be inserted in the ball or groove. the pipe shall then be shoved or pulled home. The outside annular space at the joint shall be filled with cement mortar or with a preformed joint filler when approved by the Engineer. The grouting of the outside joints shall be made by wrapping the joint with two bands of strong waterproof Sisalkraft paper or other approved material. The band of paper shall then be tightly strapped to the pipe using tools recommended by the manufacturer. The joints shall then be filled with mortar from one side only, until the mortar appears on the other side of the pipe. Mortar shall be mixed with the least amount of water that will permit placing by the method described. Flexible wires shall be worked around the joint to assist grouting and ensure proper filing of the joint. The top of the pipe shall then be grouted and the paper band laid over the entire joint to protect it while curing. The inside annular space in pipe 42 inches and larger in diameter shall also be filled with cement mortar and troweled flush. Mortar shall consist of one (1) part portland cement and two (2) parts of plaster sand. Mortar for inside joints shall be mixed with only enough water for "dry packing". No grouting of joints will be allowed within two joints of laying operations. A representative of the Engineer will be present when joints are being poured. 2-2.07 THRUST BLOCKING Blocking to prevent movement of lines under pressure shall be placed at all bends, tees, caps, valve and hydrants with Portland Cement Concrete, a minimum of 12" thick, placed between solid ground and the fittings, and shall be anchored in such a manner that pipe and fitting joints will be accessible for repairs. All bends of 11-1/4 degrees or greater, and all tees and plugs shall be thrust protected to prevent movement of the lines under pressure as shown on the Plans. Where conditions prevent the user of concrete thrust blocks, tied joints or restrained joints of a type approved by the Engineer shall be used. 112014 W 8 2-2.08 CONNECTIONS TO EXISTING MAINS All connections to water mains in use shall be made by the Contractor unless otherwise provided in the Special Provisions. All crosses or other specials required to be inserted in an existing main shall be furnished and set by the Contractor. Where the connection of new work to old requires interruption of service and notification of customers affected, the superintendent of the Municipality, and the Contractor shall mutually agree upon a date and time for connections which will allow ample time to assemble labor and materials, and to notify all customers affected. 2-2.09 WATER SERVICE PIPING A. GENERAL Water service pipe shall be installed in accordance with provisions in Section 2. B. EXCAVATION AND BACKFILL The Contractor shall open side trenches and construct services from the main to such depth and lengths as directed by the Engineer. Unless otherwise directed, depths shall not be less than specified for water mains. Excavation and backfill of side trenches shall be as specified in Division II, Excavation and Cleanup Specifications. C. LAYING WATER SERVICE PIPE 1. Underground water service pipe shall be laid not less than ten (10') feet horizontally from the building drain, and shall be separated there from by undisturbed or compacted earth. 2. Where conditions in paragraph (1) cannot be met, the water service pipe shall be installed in accordance with the following provisions: a. The bottom of the water service pipe, at all points, shall be at least eighteen (18") inches above the top of the building drain line at its highest point. b. The water service pipe shall be placed on a solid shelf excavated to one side of the common trench. 3. Where both the water service pipe and building drain line are installed with less separation than in paragraph (2) or in the same trench, the building drain line shall be constructed of cast iron soil pipe with push- on joints, type K hard- tempered copper pipe with sweated joints, or rigid plastic pipe as specified in the Illinois State Plumbing Code. The trench shall not be backfilled until the installation is approved by the Engineer. 112014 W 9 2-2.10 WATER SERVICE CONNECTION The Contractor shall make all taps for service connections and install the service pipe, unless otherwise provided on the Plans and in the Special Provisions. Each water service pipe shall be connected to the water main through a brass corporation stop. The main shall be tapped at an angle of forty-five degrees (45°), with the vertical, and the stop must be turned so that the T-handle will be on top. The service pipe shall be laid in the trench sufficiently weaving to allow not less than one (1') foot extra length in its entire length. A curb stop shall be furnished and installed for each service at a location shown on the Plans, specified or as directed by the Engineer. A cast iron service box shall be furnished and installed over the curb stop and held in a truly vertical position, until sufficient backfill has been placed to insure permanent vertical alignment of the box. The top of the box shall be adjusted and set flush with the established ground surface grade. 2-2.11 PRESSURE TESTING OF WATER MAINS A. PRESSURE TEST After the pipe has been laid and partly backfilled as specified herein, all newly laid pipe or any valved sections of it shall, unless otherwise expressly specified, be subjected to a hydrostatic pressure equal to 50 per cent more than the operating pressure at the lowest elevation of the pipe section, but not to exceed the pressure rating of the type of pipe specified. The duration of each pressure test shall be for a period of not less than one hour and not more than six hours. The basis provisions of AWWA C603 and C600 shall be applicable, if specified. B. PROCEDURE FOR TEST Each section of pipe to be tested, as determined by the Engineer, shall be slowly filled with water and the specified test pressure shall be applied by means of a pump connected to the pipe in a satisfactory manner. The pump pipe shall be furnished by the Contractor. Before applying the specified test pressure, all air shall be expelled from the pipe. To accomplish this, taps shall be made, if necessary, at points of highest elevation and afterwards tightly plugged. Any cracked or defective pipes, fittings, valves, or hydrants discovered in consequence of this pressure test shall be removed and replaced by the Contractor with sound material and the test shall be repeated until satisfactory to the Engineer. Provisions of AWWA C600 and C603, where applicable, shall apply. 112014 W 10 C. LEAKAGE TEST 1. After completion of the pressure test, a leakage test shall be conducted to determine the quantity of water lost by leakage under the specified test pressure. Test pressure is defined as the maximum operating pressure of the section under test and is based on the elevation of the lowest point in the line or section under test corrected to the elevation of the test gauge. Applicable provisions of AWWA C-600 and C603 shall apply. Duration of each leakage test shall be a minimum of one (1) hour in addition to the pressure test period. 2. Allowable leakage in gallons per hour for pipeline shall not be greater than that determined by the formula: L = NDP1/2/7400 Note: L=Allowable leakage in gallons per hour N = Number of joints in length of pipeline tested. D = Nominal diameter of the pipe in inches. P=Average test pressure during leakage test in pounds per square inch gauge. 3. Leakage is defined as the quantity of water to be supplied in the newly laid pipe or any valved section under test, which is necessary to maintain the specified leakage test pressure after the pipe has been filled with water and the air expelled. 4. Flanged pipe shall be "bottle tight". 2-2.12 DISINFECTION OF WATER MAINS A. FLUSHING Sections of pipe to be disinfected shall first be flushed to remove any solids or contaminated material that may have become lodged in the pipe. If no hydrant is installed at the end of the main, then a tap should be provided large enough to develop a velocity of at least two and five-tenths feet (25) per second in the main. One two and one-half inch (2-1/2") hydrant openings will, under normal pressures, provide this velocity in pipe sizes up to and including twelve-inch (12"). All taps 2" size and smaller required for chlorination or flushing purposes, or for temporary or permanent release of air shall be provided for by the Contractor as a part of the construction of water mains. Taps larger than 2" shall be paid for as a bid item or as an extra. 112014 W 11 B. REQUIREMENT OF CHLORINE Before being placed into service, all new mains and repaired portions of, or extensions to existing mains shall be chlorinated so that the initial chlorine residual is not less than 50 mg/1 and that a chlorine residual of not less than twenty-five (25 mg/1) remains in the water after standing twenty-four (24) hours in the pipe. See Division I, Section 7-12 "Use of Fire Hydrants" regarding use of water for flushing and disinfection. C. FORM OF APPLIED CHLORINE Chlorine shall be applied by one of the methods which follow subject to approval by the Engineer. 1. LIQUID CHLORINE A chlorine gas-water mixture shall be applied by means of a solution-feed chlorinating device, or the dry gas may be fed directly through proper devices for regulating the rate of flow and providing effective diffusion of the gas into the water within the pipe being treated. Chlorinating devices for feeding solutions of the chlorine gas, or the gas itself, must provide means for preventing the backflow of water into the chlorine. 2. CHLORINE-BEARING COMPOUNDS IN WATER A mixture of water and high-test calcium hypochlorite (65-70%C1) may be substituted for the chlorine gas water mixture. The dry powder shall first be mixed as a paste and then thinned to a one per cent (1%) chlorine solution by adding water to give a total quantity of seven and five-tenths (7.5) gallons of water per pounds of dry powder. This solution shall be injected in one end of the section of main to be disinfected while filling the main with water in the amounts as shown in the table which follows: Chlorine Requirements to Produce 50 mg/1 Concentration in 100 Foot of Pipe - By Diameter Pipe Size 100% 1%Chlorine Inches Chlorine, Lb. Solution, Gals. 4 0.027 0.33 6 0.061 0.73 8 0.108 1.30 10 0.170 2.04 12 0.240 2.88 112014 W 12 3. TABLET DISINFECTION Tablet disinfection is best suited to short extensions (up to 2500 ft.) and smaller diameter mains (up to 12-inches). Since preliminary flushing must be eliminated in using this method, it should be utilized only when scrupulous cleanliness has been used in construction. It shall not be used if trench water or foreign material has entered the main or if the water is below 417. Tablets should be placed in each section of pipe, hydrants, hydrant branches and other appurtenances. Tablets must be at the top of the main and shall be attached by an adhesive, such as Permatex No. 1 or any alternative approved by the Engineer. Tablets in joints between pipe sections, hydrants, hydrant branches or appurtenances are to be crushed and placed inside the annular space, rubbed like chalk in butt ends of sections to coat them if the type of assembly does not permit crushing. In filling a section of piping with water when using the tablet method, water velocity shall be less than one foot(1') per second. Number of 5-Grain Hypochlorite Tablets Required For a Dosage of 50 mg/1 per Length of Pipe Section Pipe Size. Length of Pipe Section Inches Foot Up to 13 18 20 30 40 2 1 1 1 1 1 4 1 1 2 2 2 6 2 2 3 3 4 8 2 3 4 5 6 10 3 5 7 7 9 12 5 6 10 10 14 D. POINT OF APPLICATION The preferred point of application of the chlorinating agent is at the beginning of the pipe line extensions or any valved section of it, and through a corporation stop inserted in the pipe. The water injector for delivering the chlorine-bearing water into the pipe should be supplied from a tap made on the pressure side of the gate valve controlling the flow into the pipe line extension. Alternate points of application may be used when approved by the Engineer. E. PREVENTING REVERSE FLOW Valve shall be manipulated so that the strong chlorine solution in the line being treated will not flow back into the line supplying the water. Check valves may be used if desired. 112014 W 13 F. RETENTION PERIOD Treated water shall be retained in the pipe at least twenty-four (24) hours. After this period, the chlorine residual at pipe extremities and at other representative points shall be at least twenty-five (25) mg/1. G. CHLORINATING VALVES AND HYDRANTS In the process of chlorinating newly laid pipe, all valves or other appurtenances shall be operated while the pipe line is filled with the chlorinating agent and under normal operating pressure. H. FINAL FLUSHING AND TESTING Following chlorination, all treated water shall be thoroughly flushed from the newly laid pipe at its extremity until the replacement water throughout its length shows upon test, a chlorine residual of less than 1 mg/1. In the event chlorine is normally used in the source of supply, then the test shall show a residual of not in excess of that carried in the system. After flushing, water samples collected on two (2) successive days from the treated piping system, as directed by the Engineer, shall show satisfactory bacteriological results. Bacteriological analyses must be performed by a laboratory approved by the Illinois Department of Public Health. 1. REPETITION OF FLUSHING AND TESTING Should the initial treatment result in an unsatisfactory bacterial test, the original chlorination procedure shall be repeated by the Contractor until satisfactory results are obtained. 2-2.13 MEASUREMENT In addition to the items listed for separate measurement and payment in Division II, Excavation and Backfill for Underground Conduits, and Restoration of Surfaces, the following items shall be measured for payment when required for water main construction: WATER MAIN: Water main shall be listed in the bid items by size and type, and shall be measured in lineal feet, slope measurement, along the center line without deduction for valves and fittings. However, when the water main terminates in a hydrant valve or other main connection, measurement shall be from the center of the hydrant valve or other main connection. GATE VALVES AND VALVE BOXES OR VAULTS Gate valves and valve boxes of the size required shall be measured for payment as an installed unit. 112014 W 14 BUTTERFLY VALVES Butterfly valves of the type and size required shall be measured for payment as an installed unit. CAST OR DUCTILE IRON FITTINGS Cast or Ductile iron fittings shall be measured for payment by the pound, or by units as shown on the Proposal Form. The weight of accessories shall be included as part of the weight of the fittings. Shipper's invoice weight shall be taken as the weight for payment purposes, subject to confirmation by actual weighing near the site if there is reason to doubt the accuracy of invoice weights. SERVICE PIPE Service pipe of the size and type required shall be measured by the lineal foot for installed length, or by units (Long Tap or Short Tap) as shown as a Bid item. FIRE HYDRANTS Fire hydrants by size and type required shall be measured for payment as an installed unit complete with accessories and thrust blocking. Where a gate valve is required on the connection between the water main and the fire hydrant,the gate valve shall be included with the payment for fire hydrant. SPECIALTY VALVES Specialty valves shall be measured as an installed unit by size and type required. WATER MAIN IN TUNNEL Water Main in Tunnel, Water Main Jacked or Water Main in Casing of the size and type indicated shall be measured in lineal feet installed in accordance with requirements of the Plans. CONNECTIONS TO EXISTING MAINS Where shown as a separate pay item, this work will be measured for separate payment. If not shown as a separate bid item, this work will be included as an incidental expense in the unit price for water main. In no event will payment be made when separate payment is provided for a tapping sleeve and a tapping valve. THRUST BLOCKING AND RESTRAINED JOINTS Unless otherwise provided in the Special Provisions, thrust blocking, restrained joints or ties as specified shall be included as an incidental expense in the payment for water mains and shall not be measured for separate payment. 112014 W 15 SECTION 3. GATE VALVES FOR WATER MAINS 3-1 DESCRIPTION The valves shall be suitable for ordinary waterworks service, intended to be installed in a normal position on buried pipe lines for water distribution systems. The minimum requirements for all gate valves shall, in design, material and workmanship, conform to the standards of the latest AWWA C500. All materials used in the manufacture of waterworks gate valves shall conform to the AWWA standards designed for each material listed. 3-2 MATERIALS 3-2.01 MANUFACTURE AND MARKING The gate valves shall be standard pattern and shall have the name or mark of the manufacturer, size and working pressure plainly cast in raised letters on the valve body. 3-2.02 TYPE AND MOUNTING The valve bodies shall be cast iron, mounted with approved non-corrosive metals. All wearing surfaces shall be bronze or other approved non-corrosive material and there shall be no moving bearing or contact surfaces of iron in contact with iron. Contact surfaces shall be machined and finished in the best workmanlike manner, and all wearing surfaces shall be easily renewable. All gate valves shall be two-faced, non-rising stem, double disc, with parallel sets of bronze or other approved wedging devices placed between them. The stem shall be of high tensile strength bronze or other approved non-corrosive metal. All nonferrous bushings shall be of substantial thickness tightly fitted and pressed into machined seats. All valves shall open by turning to the left counter-clockwise, unless otherwise specified. Consideration shall be given to types of bronze used where high galvanic waters (high pH or specific conductance) are present. See AWWA C500. Paragraph 2.2.3.4. 3-2.03 END CONNECTIONS End connections of gate valves shall consist of one of the following types unless otherwise provided in the Special Provisions or shown on the Plans: A. Mechanical Joints B. Push-On (Rubber-gasket)Joints C. Bell End Joints, lead (only where required for special conditions) D. Flange Joints E. Screwed or Threaded Joints. 112014 W 16 3-2.04 GATE VALVES 16-INCH AND LARGER Gate valves sixteen (16") inch and larger to be installed in a horizontal position in a horizontal pipeline shall be of the double-disc type and shall be equipped with solid-bronze (Grade I or IV) or 300 series stainless steel tracks securely fastened in body and bonnet. The weight of the gates shall be carried on rollers throughout their entire length of travel. For double-disc valves of the rolling-disc type, the discs shall serve as rollers. For double disc valves or other than the roller disc type, the dics shall be carried on solid-bronze) Grade I, II, III, or IV) rollers securely attached to them. All valves shall be equipped with bronze scrapers to traverse the tracks ahead of the rollers. Valves sixteen (16") inch and larger installed in a vertical or inclined lines shall be equipped with tracks manufactured of an acceptable grade of bronze or 300 series stainless steel secured to the valve body and bonnet to support the lower disc during operation, and equipped with slides to assist the travel of the gate assembly. They shall be non-rising stem type and shall be equipped with approved rugged gate position indicators. The valves shall be provided with handwheels of ample proportion. All gears on gate valves shall be cut tooth steel gears housed in heavy cast iron grease cases or approved design. When manually operated gate valve sixteen (16") inches and larger are required, they shall be equipped with a by-pass and by-pass valve. By-pass valve shall be of the same type as the main valve, shall be equipped with handwheel and shall have the stem in a vertical position unless otherwise indicated. Sizes shall be as follows: Valve Diameter(Inches) By-Pass Diameter(Inches) 16 to 20 3 24 and 30 4 36 and 42 6 48 and larger 8 All gate valves sixteen (16") and larger shall be geared with gearing designed for handwheel operation. Gear ratios shall not be less than as follows: Valve Diameter(Inches) Gear Ratio 16 2:1 20 2:1 24 2:1 30 3:1 36 3:1 42 4:1 48 4:1 112014 W 17 3-2.05 GATE VALVE STEM SEALS All gate valves of size twelve (12") inches shall be furnished with two (2) pressure actuated O-ring stem seals, with one (1) O-ring below the stem thrust collar and bearing surfaces and one (1) O-ring above. The area between the O-rings shall be filled with a lubricant to give continuous lubrication to the stem collar and bearing surfaces so as to provide long-term ease of operation. An upper and lower stem collar bushing of an acceptable grade of bronze shall be acceptable in lieu of the above if the stem collar and bearing surfaces are exposed to internal water pressure. Valves larger than twelve (12") inches shall be as described above unless they are required to be furnished with extended stems with gear cases, in which case they shall be furnished with adjustable stuffing boxes so that they may be repacked without the need to disassemble and remove the gear case. 3-2.06 WRENCH NUTS Wrench nuts shall be made of cast iron and shall be one and fifteen-sixteenths (1-15/16") inches square at the top, two (2") inches square at the base, one and three-fourths (1-3/4") inches high, unless otherwise designated in the Special Provisions. Nuts shall have a flanged base upon which shall be cast an arrow at least two (2") inches long showing the direction of opening. The word "Open" in one-half (1/2") inch or larger letters shall be cast on the nut to clearly indicate the direction of opening the valve. 3-2.07 TAPPING VALVES Tapping valves shall be furnished with flanged inlet end connections having a machined projection on the flanges to mate with a machined recess on the outlet flanges of the tapping sleeves and crosses. The outlet ends shall conform in dimensions to the AWWA Standards for hub or mechanical joint conditions, except that the outside of the hub shall have a large flange of attaching a drilling machine. The seat opening of the valves shall be larger than normal size to permit full diameter cuts. Tapping sleeve or cross shall be of the same manufacturer as the tapping valve. 3-2.08 HYDROSTATIC TEST PRESSURE AT FACTORY Each gate valve shall be tested at the factory for performance and operation prior to painting and shall be subjected to the following hydrostatic pressure tests: each three (3") inch to twelve (12") inch valve, inclusive, shall be subject to hydrostatic pressure test under pressures of both three hundred (300) psi and one hundred seventy-five (175) psi, and each sixteen (16") inch to forty-eight (48") inch valve, inclusive, shall be subject to test pressures of three hundred (300) psi and one hundred fifty (150) psi. These tests shall be conducted in accordance with provisions of AWWA C500. Tests for special valves shall be made as provided in the Special Provisions. 3-2.09 PAINTING AT THE FACTORY After the factory test and inspection and before leaving the factory, all ferrous parts of the valves except finished or bearing surfaces shall be painted inside and out with a rust preventative compound. 112014 W 18 3-3 INSTALLATION OF GATE VALVES All gate valves shall be inspected upon delivery in the field to insure proper working order before installation. They shall be set and jointed to the pipe in the manner as set forth in the AWWA Standards for the type of connection ends furnished. Valves twelve (12") inch and under shall be installed in a vertical position and be provided with a standard valve vault or case iron valve box so arranged that no shock will be transmitted to the valve. The box shall be centered over the operating nut, and the cast iron box cover shall be set flush with the road bed or finished surface. After installation, all valves shall be subjected to the field test for piping as outlined in Section 2. of these specifications. Should any defects in materials or workmanship appear during these tests, the Contractor shall correct such defects with the least possible delay and to the satisfaction of the Engineer. Should the Contract fail to do this within a reasonable period of time in the judgment of the Owner, he may cause such defects to be corrected and deduct the cost thereof from any money or payments due or to become due the Contractor. 112014 W 19 SECTION 4. BUTTERFLY VALVES FOR WATER MAINS 4-1 DESCRIPTION Butterfly valves to be installed in water main distribution systems shall conform to AWWA C504-70 specifications. As specified, a valve may be one of the following type or classes as designated by Plans or Special Provisions. A. Wafer Valves-Class 150B, in sizes through 20 inches B. Short-Body Valves -All classes, in 3 to 72 inch sizes C. Long Body Valves- Class 75A, 75B, 150A and 150B in 3 to 72 inch sizes. D. Mechanical Joint End Valves - Class 150B in size 3 through 20 inch diameter and all classes in 30 inch through 48 inch diameter sizes. End connections shall consist of one of the following types as provided in the Special Provisions or as shown on the Plans: A. Mechanical Joints B. Push-On (Rubber-gasket)Joints C. Flange Joints D. Screw or Threaded Joints 4-2 DATA TO BE FURNISHED BY CONTRACTOR If required, the Contractor shall submit for approval by the Engineer drawings showing the principal dimensions, general construction and materials used for all parts of the valves and operator. All work shall be done and all valves shall be furnished in accordance with these drawings after they have been approved by the Engineer. 4-3 WORKMANSHIP Valve parts shall be designated, and manufacturing tolerances set, to provide interchangeability of parts between units of the same size and produced by any one manufacturer. When assembled, valves manufactured in accordance with this standard shall be well-fitted and smooth running, and body and shaft seal shall be watertight. All equipment shall be guaranteed against defects in workmanship or materials for one (1)year after installation or two (2) years after shipment,whichever time elapses first. 4-4 MARKINGS Markings for other than wafer valves shall be cast on the body or shall be on cast plates with raised letters, attached to the valve body. The markings shall show the valve size, manufacturer, class and year of manufacture. The minimum size of letters shall be 1/4 inch for valves 3 to 12 inches in diameter, and 112014 W 20 1/2 inch for valves larger than 12 inches in diameter. Corrosion- resistant plates attached to the body and with 1/8 inch etched or engraved letters may be used for markings on wafer valves. 4-5 PAINTING Unless otherwise specified, all internal steel or cast iron surfaces of each valve, except finished or bearing surfaces, shall be shop painted with two (2) coats of asphalt varnish conforming to Federal Specification TT-V-51f, and exterior steel or cast iron surfaces of each valve, except finished or bearing surfaces, shall be shop painted with two (2) coats of zinc chromate conforming to Federal Specification TT-P-645A; or, in the case of valves for buried service, with two (2) coats of asphalt varnish conforming to Federal Specification TT-V-51f. 4-6 TESTS Each butterfly valve shall be tested for leakage in the manufacturer's shop and such leakage shall conform to AWWA C504. 112014 W 21 SECTIONS. VALVE VAULTS AND BOXES FOR WATER MAINS AND WATER SERVICES 5-1 GENERAL This section shall apply to the construction of standard valve vaults or chambers, special valve vaults or changers, cast iron valve boxes, curb boxes and meter boxes, all in accordance with the Standard Drawings. Deep valves shall be provided with cast iron valves boxes set over the operating stem, except where otherwise specified or shown on the Plan. 5-2 MATERIALS 5-2.01 RING AND COVER AND VALVE BOX CASTINGS Castings for cast iron ring and cover and for cast iron parts of valve boxes shall conform to the requirements of Standard Specifications for Gray Iron Castings,ASTM. Designation A-48. 5-3 CONSTRUCTION DETAILS 5-3.01 VALVE VAULT(OR BASINS) Valve vaults (or basins) may be either pre-cast or cast-in-place only, according to the details shown on the drawings. Applicable provisions of Division II, Sanitary Sewers and Storm Sewers, Section 4 shall govern construction of valve vaults and chambers. 5-3.02 CAST IRON VALVE BOXES Cast iron valve boxes as shown on the drawing are placed for enclosing gate valves of small size in lieu of gate valve chambers. Adjustable cast iron valve boxes shall be set to position during backfilling operations so they will be in a vertical alignment to the gate valve operating stem. The lower casting of the unit shall be installed first in such a manner as to be cushioned and to not rest directly upon the body of the gate valve or upon the water main. The upper casting of the unit shall then be placed in proper alignment into such an elevation that its top will be a final grade. Backfilling around both units shall be placed and compacted to the satisfaction of the Engineer. 5-3.03 CURB BOXES Curb boxes shall be screwed type, with the base threaded to attach to the curb stop or shall be Buffalo or"arch" type, and of such construction that it shall be capable of extension to finished grade. The type of curb box shall be shown on the Plans, or indicated in the Special Provisions. 112014 W 22 SECTION 6. FIRE HYDRANTS 6-1 DESCRIPTION These specifications are to be used in conjunction with the AWWA Standard C502 for dry barrel fire hydrants for ordinary water works service. 6-2 MATERIALS 6-2.01 MATERIALS FOR HYDRANTS AND APPURTENANCES Hydrants shall be of a manufacture and pattern approved by the Owner. The name or mark of the manufacturer, size of valve opening, and year of manufacturer shall be clearly cast in raised letters on the upper barrel section above finished grade. Hydrants shall be designed for a working pressure of 150 psi, and equipped with not less than two (2) O- ring stem seals. Hydrant body castings shall be manufactured of cast iron or ductile iron. The lower barrel section, elbow (shoe) casting, and flanges below grade shall be either cast iron or ductile iron. Hydrants shall be internally mounted with approved non-corrodible metals and in such a way that parts working together shall not both be iron or steel. Consideration shall be given to type of bronze used where high galvanic waters (high pH or specific conductance) is present. See AWWA C502, paragraph 2.8. All wearing and working internal parts shall be accurately machined, easily renewable, and shall be removable through the top of the hydrant. Lugs, if required for harnessing the hydrant to the connecting pipe from the main in the street, shall be provided on the bell of the elbow or on the hydrant bottom casting. A drawing of the lug construction shall be submitted for approval on request of the Engineer. The hydrant barrel shall be provided with a clearly marked circumferential rib to denote the intended ground line. There shall be a flange above this point at a sufficient height to permit access to the flange. Unless indicated otherwise on the Plans, hydrants shall be of the "traffic" or "break-away" design with easily replaceable breaking devices for the gradeline flange and operating stem that prevent damage to barrel sections upon impact. 6-2.02 HYDRANT DETAILS Unless required otherwise to conform to the Owner's existing equipment and specifications, the following hydrant details shall be provided: Bury (trench) depth shall be as shown on the Plans. 112014 W 23 When tested in accordance with AWWA C502, friction losses through the hydrant shall not exceed the maximum permissible losses listed in Table 3,AWWA C502. Hydrants with six (6") inch inlet connections shall be furnished with two (2) 2-1/2 inch hose nozzles and one (1) 4-1/2 inch pumper nozzle. Hydrants with 4 inch inlet connections shall be furnished with two (2) 2-1/2 inch hose nozzles. All nozzles shall be manufactured of an acceptable grade of bronze, properly secured to the barrel section to prevent blowing out, and accurately threaded in accordance with National Standard Hose Coupling Thread Specifications, or to match Owner's existing or as indicated in the Special Provisions. All nozzles shall be furnished with inside threaded cast iron caps fitted with suitable gaskets for positive water tightness under test pressure. Operating nut and nozzle cap wrench nuts shall be 1-1/2 inch pentagon, measured from point to opposite flat at the base, tapering uniformly to 1-7/16 inch at the top, and the height of the nut shall be not less than 1 inch. Nozzle caps shall be securely chained to the upper barrel section. The hydrant shall open by turning to the left (counter-clockwise) and the direction of opening shall be permanently and clearly marked on the bonnet assembly near the operating nut. 6-2.03 FACTORY HYDROSTATIC TEST Before the hydrant is painted at the factory, it shall be subjected to an internal hydrostatic test of 300 pound per square inch with the hydrant valve in a closed position and again with the hydrant valve in an open position. 6-2.04 PAINTING All iron parts of the hydrant both inside and outside shall be thoroughly cleaned and painted. All inside surfaces and the outside surfaces below the ground line shall be coated with asphalt varnish. They shall be covered with two coats,the first having dried thoroughly before the second is applied. The outside of the hydrant above the finished ground line shall be thoroughly cleaned and thereafter painted with one coat of paint of a durable composition, and one additional coat of a color specified by the Owner. 6-3 CONSTRUCTION DETAILS Hydrants shall be installed at the locations as shown on the Plans. They shall be plumb and shall be set so that the lowest hose connection is at least twenty-four (24") inches above the surrounding finished grade. All hydrants shall be inspected in the field upon delivery to the job to insure proper operation before installation. A minimum of 1/4 cubic yard of coarse stone, broken concrete, or like material shall be placed at and around the base of the hydrant to insure proper drainage of the hydrant after use. The 112014 W 24 blocking of the hydrant shall consist of a wedge of P.C. Concrete of not less than 1/4 cubic yard extending from the hydrant to undisturbed soil and shall be so placed to form a solid barrier adjacent to the hydrant base to counteract the pressure of water exerted thereon. Care shall be taken to insure that weep holes are not covered by concrete. The hydrant shall be set on a concrete clock to insure a firm bearing for the hydrant base. The hydrant, valve and tee shall be interconnected by steel rods if required by Special Provision. The resetting of existing hydrants and moving and reconnecting of existing hydrants shall be handled in a manner similar to a new installation. 112014 W 25 SECTION Z PRESSURE CONNECTION 7-1 GENERAL These Specifications cover the installation of fittings and valves on water mains while the mains are under operating pressure. Special Considerations will be covered in the Plans and Special Provisions. Specification references made herein for manufactured material such as valves, saddles, tees, and fittings refer to designations for American Water Works Association (AWWA), or to American National Standards Institute (ANSI), as they are effective on the date of call for bids. Copies of these publications may be obtained at nominal cost from The American Water Works Association, 6666 West Quincy Avenue, Denver, Colorado 80235, and from the American National Standards Institute, 1430 Broadway, New York, New York 10018. 7-2 DEFINITION OF TERMS The following definitions shall apply to the terms used in this section. PRESSURE TAPPING A procedure by which a hole is cut into a water main under pressure, without taking the main out of service. A Tapping Fitting is attached, pressure tight, around the main. A Tapping Valve is then attached to the outlet of the Tapping Fitting, and a Tapping Machine is attached to the Tapping Valve, allowing the pressure tapping operation to begin. TAPPING MACHINE Any one of several machines designed and constructed for pressure tapping ductile iron, cast iron, steel, plastic, asbestos cement, or concrete water main. The Tapping Machine has a means of rotating and advancing a Shell Cutter through the side wall of the main being tapped. The Machine is pressure tight when bolted to the tapping valve. This allows the cut to be made without taking the main out of service, or losing pressure. PILOT DRILL The forward part of the Tapping Machine Boring Bar, which first penetrates the main. The Pilot Drill provides alignment for the Shell Cutter. The Pilot Drill must have latches, clips, or other approved means of retaining the Coupon as it is severed from the body of the main. SHELL CUTTER A hollow, cylindrical cutter, with teeth on its periphery; resembling a hole saw. The Shell Cutter is concentric with the Pilot Drill. The Shell Cutter removes the portion of the main called the Coupon, completing access to the main. COUPON That portion of the existing main removed by the Shell Cutter and held by the Pilot Drill, to be subsequently removed as the Pilot Drill-Shell Cutter assembly is withdrawn into the Tapping Machine adaptor. 112014 W 26 TAPPING VALVE Any full ported gate valve, which will allow the Shell Cutter to pass through it and effect the pressure to p. TAPPING FITTING Also called Sleeve, Saddle, or Tapping Tee; a two or three-piece bolted fitting, split to allow placement over the main to be pressure tapped. 7-3 MATERIALS The type of valves and fittings to be used in the Pressure Connection will be specified in the Plans and Special Provisions. 7-4 VALVES Valves shall conform to AWWA C500. All valves over 16" diameter should generally be provided with by-passes. Horizontal Valves shall have tracks, rollers, scrapers, and enclosed steel cut bevel gears. 7-5 TAPPING FITTINGS Cast Iron Material shall conform to AWWA C110. Steel fittings shall have a factory-applied epoxy coating. All bolts and other fastening devices shall be stainless steel or other corrosion resistant material. 7-6 INSTALLATION PROCEDURE The existing water main shall be uncovered and exposed to allow calipering of the pipe in advance of the pressure connection. If the main is reinforced concrete, or reinforced concrete cylinder pipe, the manufacturer shall be consulted for specifications, procedures, and design data. Sufficient length of main shall be exposed to allow for operation of the tapping machinery. The main shall be supported on concrete pedestals, as detailed on the Project Plans, at sufficient intervals to properly carry its own weight, plus the weight of the tapping machinery and fitting. Any damage to the main due to improper or insufficient supports shall be repaired at the Contractor's expense. After the tapping saddle or tee has been mounted on the main the tapping valve shall be bolted to the outlet flange, making a pressure tight connection. The tapping machine, by means of a special adaptor shall then be bolted to the outlet flange of the tapping valve, also making a pressure tight connection. After the tapping machine is in place the installation shall be pressure tested at operating pressure plus 50%, to insure the integrity of the installation. Water under pressure can be introduced through a port in the tapping machine. The 112014 W 27 tapping machine and the fitting shall be externally supported, so that no additional weight is placed upon the main. The tapping valve shall then be opened; allowing the shell cutter-pilot drill assembly to advance through the valve body unit contact is made with the wall of the main. With the tapping machine's feed set, power shall be supplied, starting rotation of the cutter-pilot drill assembly. The minimum diameter cut permitted shall be specified by the Design Engineer. For pressure taps through 12" diameter the minimum diameter shall be 1/2" less than the nominal diameter of the pipe to be attached. For 14" through 20" installations the minimum diameter shall be 1-1/2" less; for larger taps the allowable minimum diameter shall be 2" - 3" less than the nominal diameter of the pipe being attached. When the pilot drill penetrates the wall of the main, the nozzle, valve body, and tapping machine will be filled with water. The bleeder valve on the tapping machine will indicate the presence of water. The cut shall be continued for a sufficient period of time after this indication to allow the coupon to be completely severed from the wall of the main. The coupon shall be retained on the pilot drill by means of latches, spring detents, wire clips, or threads on the pilot drill; depending upon the make of the tapping machine. As the boring bar is retracted the coupon, pilot drill, and shell cutter return back into the tapping machine adaptor. At this time the tapping valve shall be closed, sealing the main. The tapping machine shall be removed, and the valve shall be opened to flush any foreign material. The same procedure shall be followed for the insertion of other fittings. 7-7 EXCAVATION AND BACKFILL Excavation and Backfill for pressure connections shall conform to the provisions of Division II, Section 1, 2 and 3. Poured concrete thrust blocks shall be provided to prevent movement of the installation when main pressure is applied. 112014 W 28 N 2019 PROPOSED WATER MAIN IMPROVEMENTS 0 0� 0 ............. ........... .......... E HENRY S Z!, 01 Zf z Z Z 4 L4 2 z! X Z, RD.--- .. ......E-CENTRAL-RD' ............ N, HITEGAT Z 0 z Lu� 4v -, 0 �,Q X" .. ............. OUSSE AVI], b- IZ, wti z Ul Z 0 z 10 WEVERGREEN... R1111WATER MAIN IMPROVEMENTSILOCATION MAP.mxd Map as of January 2019 By JJp/pw 2019 PROPOSED IMPROVEMENT LOCATION VILLAGE of MOUNT PROSPECT, ILLINOIS N NORTHWEST HIGHWAY WATER MAIN LINING - MAINTENANCE INDEX OF SHEETS -- - 1. COVERSHEET € w pl p z o 2. SUMMARY OF QUANTITIES � �reeG�sr s rc a w 3. GENERAL NOTES,LEGENDS&ABBREVIATIONS a - 4.42. PLAN SHEETS 13. STORM WATER POLLUTION PREVENTION PLAN �G 14-.24. CONSTRUCTION DETAILS BENCH MARK 30970 F5 %SET ONCORNER OF CONIC BASE FO TRPF FlC HW O I CONTROL CAB Ai SW CORNER OF NORrewESr Hw x CENTRP RD HIGHWAY STANDARDS ¢.Ev-a�s.aa0 3 ..meq BENCH MARK 31796 - PHASE�n� g 701001-02 OFF-ROAD OPERATIONS,2L,2W,MORE THAN 15'AWAY %SET ON EASTERLY SIDE OF CONIC BASE FOR PLUM - m a 701 006 05 OFF-ROAD OPERATIONS,2L,2W,15'TP 24"FROM PAVEMENT EDGE ER AT WEST SIDE OF nORIHwEsr Hwr PRRRox so• 701301-04 LANE CLOSURE,2L,2W SHORT TIME OPERATIONS NORTH go44wNNuim RPRBINc Ear wTRPrvcE p 701801-06 SIDEWALK,CORNER OR CROSSWALK CLOSURE BENCH MARK 40832 - 701901-08 TRAFFIC CONTROL DEVICES SO—ON WEST SIDE OF CONC BASE - FOR iRPFFIC SIGNAL AT HE CORNER OF S' v PvV NORTHWEST HW h MAIN Si - I' ELEV=8]1.88 � 4 p q '4Sf w BENCH MARK 40340 3 w sv erecreEenl ave SOOPRE ON NORTH SIDE OF CONC BASE FOR c ^Ervuse .: oreEss reavE � x. I AC SO—NASI PRM AT SW CORNER OF NORTHWEST HW A ENERSON ST Fl cv-888.89 ✓a+ sE IVo�r��`�s 0 3 o rEHo��N r p m o 3 �Iaubk,T�� ' ECT vREaaaED I3r oa uNDEa�H „� E FD SUPERV14 SON OF: -�4 Az 64 49ED1 y m� � � a o✓cerw P[NGHERw � F XENS[UNITS:lljb/19 JOINT PREPARED BY: UTILITY Yo..Dig LOCATING LOCATION MAP INFORMATION FORIlll �j� Robinson/ V77�77F EXCAVATORS LTL -INDICATES PROPOSED IMPROVEMENT WATER MAIN LINING p �lf IWNOIS ��°N���/'���� �l` �1 NSG ONE-CALL SVSTEM E� (��HOL� iwrvo..o®ory rawa�...aa.ory rvo.,eamm,a Call:811 OR I.800.892.0123 (]®� PROJECT NO.19-RO365 I INLET ALTERS EACH 32 2 CURED-IN-PLACE PIPE(CIPP),12" FOO, 3,700 3 —D PATCHES,TYPE IV, 11 INCH SO YD 550 4WATER-N REMOVAL, 8" FOOT 25 5 12"VALVES IN VALVE VAULTS,TYPE A.5'DIAMETER,TYPE 1 FRAME.CLOSED UD EACH S 6LINE 1111 12' EACH 5 RE—PND REPIICE 12'STORM SEWER WITH WATER MAIN OU-TY PIPE FOOT 35 8 IRE HYDRANT WITH AUXILIARYV K,VALVE BOX PND TEE EACH 5 9 REMOVE ARE HYDRANT EACH 10 1"WATER SERVCE UNE(SHORT) EACH S 11 B"WATER SERVICE(SHORT) EACH 1 12 EXPLORATORY EXCAVATION EACH 14 13 COMBINATION CURB AND GUTTER FOOT 250 14 PORTVND CENENT CONCRETE SIDEWALK 5 INCH S0 FT 1. 15 BRICK PAYER RMO—AND REPIACENENT S0 YD 125 15 12'DUCTILE IRON WATER NAN WITH POLYETHYLENE ENCASENENT FOOT 35 1] B'CUT AND GP EACH I 18 12'CUT AND CAP EACH I 19 12"X 12"—ING SLEEVE AND—E IN VPLVE-JI-T,TYPE A, 5DIAMETER,TYPE I FRAME,CLOSED UD EACH 2 2024"X 12"TAPPING SLEEVE AND VALVE IN VALVE VAULT,TYPE A, B'DIAMETER,TYPE I FRAME,CLOSED UD EACH 1 21 NORTHWEST HIGHWAY VILLAGE SHEET NO. 77� 77 ' IWATER NIAIN LINING-MAINTENANOE Of ��o� y)Grl E//W 0//N ll'',ER///W 0111, SUMMARY OF QUANTITIES MOUNT PROSPECT 2 of 24 GENERAL NOTES I. THESE CONSTRUCTION PIANS MO SUBSEQUENT DETAILS PRE TO BE 16. REMOVED PAVEMENT,SIDEWALK,CURB AND GUTTER,ETC.SHALL BE DISPOSED 39. AT THE CLOSE OF EACH WORKING OAT MD THE CONCWBON OF NSIIEREI ACCESSORIESANECESa,i0 COMPLETE nils WORK NI THE CONTRACT DOC "AY NOT BI SPECIFlGLLY IHEBENGINEETHE R.T IF ON-SITEHIDIS19 %ISE NOi FEASIBIE�iHE CONNALiOR S.ALL S APIROVE.BY Go BE FREE IN FROMNDIRi MO ALL OEBRISE STRUCTURES AND FiDw LINES EXISTING SYMBOL&LINE LEGEND NOTED BUT PRE TO BE CONSIDERED A PART OF THE CONTRACT. SHALL BE RESPONSIBLE FOR PRONGING AN OFF-SITE DU.P SIZE Ai HIS=F EXPENSE. W. THE CONNALTOR SHALL MAINTAIN ACCESS FOR EMERGENCY VEHICLES AT ALL BUFFALO BOX CONTOUR MINOR 1. THE ROBINSOn ENCINEENINC,LTO.R&D OFFICE(JOB-331-6700)MN THE TIMES, w ,,,. NILAGE OF NOUNi PROPSECT PUBUC WORKS(847-870-5610)SHALL BE 17. IT SHALL BE THE RESPoNSIBIUIY OF EACH RESPECTIVE CONTRACTOR TO YY ARE HYDRANT CONTOUR MAJOR NOTIFIED AT IFAsi TYJO (1) WORKING GAYS PRIOR i0 STMT OF REMOVE FROM THE SITE ANY ANO ALL MATERIALS AND O®RIS WHICH RESULT 41. CONTRACTOR SHALL MAINTDN PROPER LICENSING MN ACCREDITATION NEEDED ® UTILITY VALVE DITCH/SWPLE CONSTRUCTION. FROM HIS CONSTRUCTION OPERANONS AT NO PDDINONPL EXPENSE OF THE i0 PERFORM THE WORK,INCLUDING WATER SERVICES,WITHOUT DELAY ® VALVE BASIN - - TOP OF BANK OWNER. SIGN BUSH/HEDGE UNE 3. THEWORK i0 BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE ALL ELECTRIC MARKER TREE LINE THE NECESSARY TABOR,EQUIPMENT AND MATERIALS REQUIRED i0 FURNISH IB. THE ENGINEER PND VILLAGE ARE NOT RESPONSIBLE FOR THE CONSiRUCrION GAS MARKER EVERGREEN TREE LINE PALO INSTALL PROPOSED WATER MAN PALO PLL OTHER APPURTENANCES AS N SSR NEMODS, TEC SNIOOURES.O SEOUENCryORANflCOo05RE`S, TIME TME STORM MARKER PINE TREE LINE SHOWN ON THE PIANS PALO M DESCRIBED IN THESE SPECIFICATIONS. PERFORMANCE, R ANY R x u ED Y WATER MAIN CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF TELECOM MARKER - CENTERLINE/BASELINE 4 EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS, ALL WORK HIS WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS PALO 1 OR IEPLL CONTRACT WORK SHN1 CEASE AND CONNACTOR SHALL REPAIR DAMAGED Aw WATER MARKER RIGHT OF WAY PROPOSED HEREIN SHALL BE IN ACCORDANCE WITH THE FOILSIWING SPECIFICATIONS. MING EXISTING WATER MAN PRIOR i0 RESUNING WORK. VILLAGE OF SPECIFICATIONS. WHICH ME HEREBY WE A PMT HERLOG RARER END SECTION EASEMENT F: MOUNT PRO STAFF SHALL OEIERNINE THE ADEQUACY OF REPAIRS. INLET """""""""" EASEMENT 19. MEAS DISTURBED BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM.TRENCH ECIFICATIONS FIR R01 MO RES 11 N UnUE' U"TALLAREASO CATCH BASIN CHAIN LINK FENCE RAL IWNOI5R0ASSPREPARED BY IGOr.LATEST EDITION CONSTRUCTION In ryryECESSMILY SH-BE RESTORED AS REOUIREOE IN THE SPECIAL SNRBEO �p S.OTHETCONTIUCTOR SHALL ECOORDINAIE PLL WQRK EFFORTS WITH PEXATNI ALL THE OO MANHOLE -x-•-x-x-x-x- WOOD PENCE A PROVISIONS AT ME CONTRACTOR'S EXPENSE. EXISTING TREES SHALL BE VILLAGE OF MOUNT PROSPECT. .... SPOT RAIL FENCEB."STANDARD SPECIFICATIONS FOR WATER AND SEWER MAN CONSTRUCTION IN PRESERVED. 0 TRAFFIC SIGNAL ------- IWNOIS'.UTEST EOIrION. 3.CONTRACTN SHALL KEEP ALL EXISTING WATER MAINS IN SERVICE UNLESS YARD LIGHT MOUGHT IRON FENCE 10. TEMPORARY ACCESS TO PROPERTIES AFFECTED BY THE CONSTRUCTION SHALL NOTED ON PUNS. STORM SEWER G PILLAGE OF MOUNT PROSPECT OROINANCE5'. BE M INTDNED AT ALL TINES BY PUCEMEHT OF TEMPORARY AGGREGATE.THE ALUMINUM LIGHT POLE SANITARY SEWER CONTRACTOR SHALL PERIODICALLY MONITOR ALL AFFECTED AREAS DURING THE 4.PRESSURE TESTING ON PIPE SHALL BE PERFORMED IN ACCORGIMCE WITH AWWA STEEL LIGHT POIE COMBINATION SEWER D.THE DIVISION I GENERAL REQUIREMENTS PALO COVENANTS. PROJECT,PALO SHALL PGCE ADDITIONAL AGGREGATE WHEN NECESSARY.THE C600. p?r POWER POLE W/LIGHT -R.SEWER COST FOR PLACEMENT OF TEMPORARY AGGREGATE SHALL BE INCIDENTAL TO 8 POWER POIE FORCEMDN E THE APPUCAB E PORrINNS OF THE DIVISION II TECHNICAL SPECIFICATIONS THE CONTRACT. 5.DISINFECNON OF WATER UNES SHALL BE PERFORMED IN ACCORDANCE WITH (p ELECTRIC HMDHOIE AWWA CBS. WATER MAIN F. SPECIAL PROVISIONS SHALL GOVERN THE CONSTRUCTION OF THIS 11. THE VILLAGE OF MOUNT PROSPECT SHALL PERFORM ALL OPENINGS OR ® FIBER OPTIC HANDHOI-E __- OVERHEAD CABLE N PROJECT. CLOSINGS OF ALL WATER VALVES.ARE HYDRANTS ANO/OR OTHER WATER 6.SEPARATION OF THE PROPOSED WATER UNES PALO MY SEWERS SHALL BE A IN MISC HANDHOIE T BURIED CASTE N MINIMUM OF 18'VERTICAL PALO 10'HORIZONTAL EXPECT WHERE VARIANCE IS ® STREET LIGHT HANDHOIE ----E- OVERHEAD ELECTRIC 5 THE CONT CTOR SHALL C CO OE SOS LTIiCONRW RESPONSIBLEEOC S�CING SAFE ME SYSTEM ARPURTENANCES,r•„ PUBUC WORKS OEPMTNEni. OBTAINED. ® TELECOM HANDHOIE BURIED ELECTRIC ZZ. MINIMUM OF 5.5'OF COWER OVER WRIER MAN PND WATER SERVICES SHALL J ALL FITTINGS IN WATER MAN,SHALL BE ANCHORED,AGAINST THRUST BY USE E TRAFFIC SIGNAL HANDHOLE ----T- OVERHEAD MIEPHONE PROPOSED IMPROVEMENTS.I iMI MUM SAFTOR ETY MUST,RDS AS SET BE F IUM BE IPRONOm. OF RESTRAINED JOINTS. ® DOUBLE HANDHOLE WITH ANO ADHERE i0 THE MINIMUM SAFETY HE DEPS AS SEf FORTH IN BURIED TELEPHONE PUBUC UW 91-598 ADMINISTERED IS THE Do AS MT ER LABOR 13. ALL FITTINGS SHALL BE Mo N IRON ANO SHALL BES INSTALLED Wirth ® ELECTRIC CONTROL GB GS MAIN OCCUPATIONAL 6 OF AND HEALTH ADMINISTRATION PALO M NRMER OEFINW STAINLESS STEEL BOLTS PALO NUTS. COSI OF FlT11NG5 SHN1 BE INCIDENT B.WATER, NOT OIL. USE, O SOME OTHER ENVIRONMENTALLYSTDAMAGING ® MISC CONTROL GB o o OIL PIPELINE PART FET OF NRf 19 COOS OF THE CONSTRUCTION. REGULATIONS SUBSTANCE,SHALL BE USED i0 CONTROL OUST DURING CONSTRUCTION. ® STREETRAILROADL CONTROL CPB ~~ EMNREO-Sohn AND HEALTH REGUUNONS FOR CONSTRUCTION'. 24. PROPOSED WRIER NDN CONSTRUCTION IS TO BE W11HIN THE RIGHT-OF-WAY, g ALL BURIED OUCNIE IRON WATER NNN,WITH THE EXCEPTION OF THAT N11HIN ® STREET LIGHT CONTROL CPB F WORK IS REOHE R OUTSIDE H THE RIGHT-OF-WAYMo FOR SERVICE fi. ALL UTILITY COMPANIES SHALL IN CONTACTED AND THEIR FACILINES SHALL BE CONNECTIONS,THE RESIDENTS SHALL BE NO RED ANO WORK SHALL BE CASING SHALL C ENCASED IN MINIMUM 11 MIL THICKNESS BLUE ® TELECOM CONTROL TR PROPOSED LOCATED PRIOR TO ANY WORK IN ANT EM Y CA GE TO OR CONFINED AS MUCH M POSSIBLE i0 MINIMIZE THE DISTURBANCE. PoLYEMYIFNE IN ACCORDANCE WITH AWWA C105. CABLE SIGNAL CONTROL CPB SUSPECTED UTILITY LOCATION.REPAIR OF ANY CTO.. TO EXISNNC FACNTIES © CABLE N BO% ARE HYORMi WITH AU%IIJPRI'VALVE, SHALL BE THE RESPoNSIBILItt OF THE CONTRACTOR.UNLItt LOGNONS 25. ALL ARE HYDRANTS i0 BE REMOVED SHALL BE SPLVAGm AND DELIVERED i0 © ELECTRIC BOX VALVE BOX,PALO NEE SHOWN HEREIN ME FOR GRAPHIC ILLLSTRANON ONLY PND ARE NOT i0 BE THE VILLAGE OF MOUNT PROSPECT PUBUC WORKS FACILITY. p TELEPHONE X WATER VALVE BOX RELIED UPaN. IT SHALL BE THE CONTRACTOR'S F£SPONSIBIUTY TO NOTIFY EROSION CONTROL .LITE.Ai LEAST 40 HOURS PRIOR i0 EXCAVATION i0 VERIFY LOCATIONS OF 16. THE RIGHT OF WAY,PARCEL MD EASEMENT ONES DEPICTED UPON THE PL UNIT WATER V VE VMLi PLL UTILITIES.LOCATING MO EXCAVATING BURIED UNUTIES SHALL BE HEREON DRAWN AIMS HAVE NOT BEEN FlEW VERIFIED OR RENEWED BY 1.CONTRACTOR i0 INSTALL INLET FILTERS AT UOCANONS NEXT i0 ACCESS PITS. SPRINKLER BOX Q INCIDENT'JUTHE RESPPROFESSIONAL LAND SURVEYING STAFF.THE EXISTENCE OF FORMALLY pwu WATER METER 1'WATER SERVICE FOR THE REPAIR AND/OR REPLACEMENT OF ALLO. ED UnurIES.""' OmICATED OR CONVEYED RIGHT OF WAY OR EMENENTS IN GENERAL HAS NOT 1.CONTRACTOR TO INSTALL JUTE MAT RODS AT UP-STREAM ENDS OF © ELECTRIC METER BEEN VERIFIED IN MY MANNER. THE UNES SHOWN ARE BASED UPON CULVERTS ON STREET SIDE OF CONSTRUCTION(TYPICAL). -w- TEMPORARY 1"WATER SERVICE Off-SIMEXTREMELY UNITED INFORMATION FROM TAX MAPPING DATA OR GEOGRAPHICAL © GS METER J. PCORIOTO SWNENSEMENEANY TMOR LINO CWOIRUCNOOfF SiE �w� TEMPORARY 1"WATER SERVICE _ FORMATION SYSTEM DATA MO SHOULD NOT BE CONSIDERED AccURATE OR ® TRAFFIC SIGNAL SPLICE RELIABLE IN MY MANNER. IT IS INTENDED ONLY AS A GRAPHICAL 3.CONTRACTOR SHALL PRONOE EROSION CONTROL CONSISTENT WITH 'BEST -wW� TEMPORARY 6"WATER SERVICE EASENENIS HAVE BEEN SECURED,IAND THAT PERMISSION HM BEEN GRANTED MANAGEMENT PRACTICES FOR EROSION CONIROL'. RAILROAD SIGNAL i0 ENTER ONTO PRIVATE PROPERTY. REPRESENTATION. CAUTION IS STRONGLY ENCOURAGED WHEN USING OR _ RAILROAD GTE �w��w��w� CURED-IN-PLACE PIPE(CTAP),11' REI-TING UPON MI OF THIS INFORMATION FOR PURPOSES WHERE ELEMENTS 4.RECONNENOEO EROSION CONTROL MEASURES ARE IN1ENDm TO BE USED AS 8. PRIOR TO COMMENCEMEHr OF CONSTRUCTION.THE CONTRACTOR SHALL VERIFY EASEMENT BEING CONSTRUCTED IN PROXIMITY TOTHE EIGHT OF EAIY,PIRGEEL OOR STUMP COMBINATION CURB k GUTTER REMOVAL MM CUIOELINES FOR BEST NNACEMENi PRACTICES, li SHALL BE THE OIMENSI ONS ANO CONDITIONS AFFECTING THEIR iH THE ACTUAL M N un H N. AT IM x n RESPPOONSIBIUN OF THE CONTRAGTCOR TO FURNISH INSTALL,MNNTNN.REPAIR, PINE TREE COMBINATION CURB AND GUTTER,TYPE 8-8.11 CON DINONS i THE JOB SITE. F THERE RE Y DISCREPANCIES FRO. HAVE OR ANHT-O Y i0 MCI OR OISTORB PPOPERT OUTSIDE OF THE AN R M RIA M SEDIMENT u VAAi IS SHOWN ON THE CONSTRUCTION PLANS HE MUST INNEpA1ELY EXISTING RGHi-OF-WAY OR EASEMENTS. MPREOIIIRED BY PLL ARPU&f PERMITS. REPORT SME TO THE ENGNEER BEFORE DOING ANY WORK OTHERWISE THE EVERGREEN CUSS D PATCH,TYPE IV,II INCH CONNACiOR ASSUMES FULL F£SPONSBUIY.N THE EVENT OF DISAGREEMENT 1J. CUT ANO CM SHALL PEIRPoRNm VA1HOUi SERVICE INTERRUPTION. LINE 5.ALL ACTIVITIES ON THE SITE SHALL BE CONDUCTED IN A LOGICAL SEQUENCE ro BEMEDi THE CONSTRUCT ON PLANS, Si DARD SPECIFICATIONS AND/OR STOPS SHALL BE UNUZEO. � TREE SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSiRUCigNS MINIMIZE THE AREA OF UNSTARILIZW SOL AT ANT ONE TIME. SIDEWALK REMOVAL AND FROM THE ENGINEER PRIOR i0 PROCEEDING With MY PART OF THE WORK 1B. CONTRACTOR SHOULD EXPECT i0 ENCOUNTER BURIED UNDERGROUND MANS 6.MY DISTURBED SOIL IFFT INACTIVE FOR SEVEN OR MORE DAYS SHALL BE BUSH/HEDGE j,,,,,,,y,,,'I PORTUND CEMENT CONCRETE SIDEWALK 5 INCH AFFECTED BY OMISSIONS OR DISCREPANCIES. FNUNC TO SECURE SUCH AN SERVICES FOR WATER,G5,SEWER ANO OTHERS NOT SHOWN ON PWiS. STARILIZEO BY SEEDING OR SODDING,OR BY NULOHING OR COVERING,OR INSTRUCTION,THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT GED 5 EXPECTED TO LOCATE WITHOUT CAMGE PROIECr BURIED � BORING LOCATION �� REMOVE WATER MAIN S OWN RISK 0 EXPENSE. THE EVENT OF MY DOUBT OR OUESTON S MO SE CIES NOT SHOWN ON AIMS MD BPLKFILL ALL AS OTHER EQUIVALENT CONTROL MEASURES ACCORDANCE WI1H'BEsi ARISING WITH RESPECT i0 THE TRUE NEMING OF THE CONSTRUCrION PLANS INCIOENTPL TO WATER NMN. MPNAGENENi PRACTICES OR EROSION CONTROL".IN OR SPECIFICATIONS,THE DECISION OF THE ENGINEER SHN1 BE FlNPL ANO 19 ALL SAW CUTTING REQUIRED SHALL BE CONSIDERED INCLUDED IN THE COST 7.MY SOIL OR DIRT STORAGE PILES CONTAINING MORE THAN 10 CUBIC YARDS OF TEMPORARY INLET FILTER CONCWSNE. OF THE PAY ITEM CAUSING THIS INCIDENTAL WORK i0 BE NEEDED. THE MATERIAL SHALL NOT BE LOCATED WITH DOWN-SLOPE DRAINAGE LENGTH OR 9. PLL WORK PERFORMED UNDER THIS CONTRACT SHALL BE GUARANTEED NINMU.�W CUTDEPTH VE FAITS NE 1-1/1 OCC SIN HMA PAVEMENTS MO F RENH GTHAN 5F FEET OTO A ROADWAY.GRRNNAGEP H SHALL OBE BODY DAHI OF Ate. AGAINST ALL DEFECTS IN N MATERIALS MD WORKMANSHIP OF WHAM Efl VIRE FULL OE In A M CURB AN u MULCH,VEGETANVE COVER4 TMA'DAYS. OIHTHEMEPNS. EROSION FROM PAESIIN BY THE COF AN& 0 S SURETY FOR A PERIOD OF 1 OHMS FROM 30 CONTRACTOR SHALL CLEAN SIZE OF CONSTRUCTION DEBRIS DAILY i0 THE EXISTENCE LESS THAN DAYS SHALL BE CONTROLLED BY PLACING STRAIN THE 041E LI FINAL WRITTEN ACCEPTANCE OF THE WORK BY THE VILLAGE ANO SATISFACTION OF THE LOCAL MUNICIPAUTY,OWNER,MD ENGINEER. BALES OR FILTER FENCE 1BARRIER MOUND ME PILE. OTHER APPLICABLE GOVERNMENTAL AGENCIES. 10 THE CONTRACTOR HALL INFORM THE OFI GERSMo IR C THE VILLAGE 31. ERECT MO MAINTAIN ALL NECESSARY BARRICADES,DETOUR SIGNS.WARNING 8. EIR�ION CONTROL MEASURES SHALL BE INSTALLED PRIOR TDISTURBING SIGNALS ANO LIGHTS BY NICHT(IN CONFORMANCE WITH THE IWN015 MANUAL DS ON SITE. MPUCMLE PERMITS D AUTHORIZATIONS SANITARY,MSIREEf ANO DRAINAGE INPROVFMENT.AU THIRTY-SIX(36) HOUR OF R UUNNIFOORRMFMAAACC CONTROL DEVICES-LATEST EDITION)EEOUCRED TO PERTAINING i0 EROSION CONTROL ACTIVITIES SHALL BE OBTAINED PRIOR i0 NOTICE SHALL BE GIVEN TOR MY ITEM THAT REWIRES FINAL TESTING MD LY NUN THEWH R SUCH K IS DISTURBING MY LANDS ON SITE. ABBREVIATIONS INSPECTION SUCH AS WATER MAINS OR SANITARY SEWERS. BEING GONE,SO LONG M THE HORN IN My INIERFERESSNIIH TRAFFIC' 9,EROSION CONTROL MEASURES SHALL REMAIN IN PLACE MO BE MM INETSNNEO WN WATER NON II EAGEMEN FOR THE EXISTING UTILITIES,BOTH SHOW AND PRIVATE,AND 31. THE ARIES AND SHALL COORDINATE CONSTRUCTION ACIINNES WITH UTILITY UNTIL E Sf Iu BYPERMANENTBEST MANAGEMENT TIC B/P BOTTOM OF PIPE UTILITIES WITHIN PUBUC RIGHTS-OF-WAY ME SHOWN ON THE PVNS COMPANIES ANO THE VILLAGE OF MOUNT PROSPECT, T/P TOP OF PIPE ACCORDING i0 G THE E RECORDS.THE CTHE AEON SHALL SE RESPONSIBLE N NORTH MR OSIER ININPRAT THE EXACT LOGNON IN THE FIEID OF THESE ERLItt LINES 3 INTERRUPNONSOF THEIR UTILITIES BE 111Ai WILL BE GAISED BY CONSTRUCTION. TREE REMOVAL S SOUTH D THEIR PROTECTION FROM ORNATE DUE i0 CONSIRUCNON OPERATIONS.IF IN DNC Nutt NES CONSTRUCTION,ANY NATURE HE ENCOUNTERED WHIG„CONFLCT AU-TREES. E WEAST ES N LOCANON WITH NEWTHAT THE CONTRACTOR RE SHALL ONFI THE 34. POSTAL`ERVIOETNO RTUESENr ACCESS i0 MAIL00%ES(IF ARPLICARIE)MUST 1 S O�FOR RE OV IN THETORAWINGS fENCEs ANO OTHER ITEMS NOT W WEST ENGINEER IMMEDIATELY SO THAT THE CONFLICT MAY BE RESOLVED. Man an A ALL TUES. WN REMu IN . Si0 STORM SEWER 11. WHENEVER THE PERFORM NCE OF WORK IS INDCAIED ON THE AIMS,MD 35. CONTRACTOR i0 PROTECT OR COORDINATE i0 HAVE POWER POLES BRACED 1.CLEARING OF BRUSH.BUSHES,MO TREES WITH A DIAMETER LESS THAN 6' FT FEET NO STEM IS INCLUMO IN OTHE THE CONTRACT TAR N PAYMENT,O ATOE WORK LI BBE AS NECESSARY TO INSTALL PROPOSED UNUNES. (INCLUMO IN THE COST OF NOT BE PAID FOR SEPMATELT MO SHALL BE CONSIDERED INCLUDED IN INV INVERT AL i n AN n ADDITIONALCOMPENSATION THE PAY ITEM CAUSING THIS INCIDENTAL WORK i0 BE NEEDED). THE COST OF THE PAY ITEM CAUSING THIS INCIDENT WORK i0 BE NEEDED. NH MANHOLE WALL IBE u inVhD.N TA TAPE A 36. BARRICADES; ALL UNeALASMO TYPE I AND TYPE II BARRICADES SHAHAVE AR OM DIAMETER I}, WHENEVER, DURING OW UNE TIES,GRAI ANT LOOSE ES."C IS TWO(1)AMIMIAS ANO THE BOLTON SNL. A TYPE II BARRICADE SHALL TRF TYPE I FRME ETC. DEPOSITED IN THE FLOW LINE OF GUTTERS.DRAINAGE SS OBSRES.DITCHES, REQUIRE A MINIMUM OF FOUR(4)B4cs. EXISTING LANDSCAPING ETC.SUCH RAL THE NATURAL ROW LINE OF WATER IS EACH WORKING IMS T11F TYPE II FRAME LOOSE REOUIREMENrS OF ALL PERMITS WHEN SHOWN ON THE DRAWINGS,EXISTING LANDSGBNG FEATURES SHALL BE OL OPEN UD BY THE RESPONSIBLE PMTM AT A1HE CONCLUSION OF CONSTRUCTION 3 µ0 BONDS ASSOCIATED WIIHPN PROTECT,INtl.LDING BUi NOi LINITEO i0 1 REMOVED 0 STORED PROPERLY AT A LOCATION APPROVED BY THE LT LEFT OPERATIONS,ALL DRAINAGE STRUCTURES MD FLOW UNES SHALL BE FREE 7 THE VILLAGE OF MOUNT PROSPECT MO IWNOIS ENVIRONMENTAL PUNITED T ENGINEFR/vILVGE FOR THE OUMTIO OF CONSTRUCTION. NUR C ANAL. RT RIGHT FROM DIRT ANO OEBPoS, iH15 WORK SHALL BE CONSIDERED INCIOENrPl ro AGENCY RESTORANON,LANDSCAPING ESHALL BE INSTALLED NITS PREVIOUS LOCANON. E% E%ISTNG THE CONNALi. ALL WORK DESCRIBED HEREIN SHALL BE INCIDENTAL TO THE PROJECT. 3BOVENENTS . THE TRENCHES FOR PIPE INST 04 SHALL BE KEPT ORY AT ALL TIMES TYP TYPICAL 1 WHICH ARUi INE PROPOSED IMPROVEMENT ANDRMUSTRBE REMOVEDI.PRSHALL BE DURING PIPE REPLACEMENT. APPROPRIATE FAGUNES TO MAINTAIN THE ORY REL ROW ELEVATION 4 SAWED AS DIRECTED PRIOR i0 REMOVAL ALL ITEMS SO REMOVED SHALL BE TRIENG SHALL BE PROVIDED BY THE CONTRACTOR MD THE COST GF SUCH BIT BITUMINOUS REPLACED WITH SINIWR CONSTRUCTION MATERIALS i0 THEIR ORIGINAL SHALL BE INCIDENTAL i0 THE UNIT PRICE BIO FOR THE ITELR. PVNS FOR CONC CONCRETE CONDITION OR BETTER. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO NTE SITE DEWATERING,IF EMPLOYED,SHALL BE SUBMITTED ro MD APPROVED B-BO% BUFFALO BOX THE CONNACT BY THE OWNER PRIOR TO IMPLEMENTATION. 0 ADOIT%JNAL COMPENSATION SHALL BE MADE FOR DEWATERING DURING CONSTRUCTION UNLESS APPROVED OR DRIVEWAY 15. EXISTING DRDNAGE FACIUNES SHALL NOT BE UNNECESSARILY DISTURBED. IN WRITING BY THE OWNER. EX.E%IST EXISTING TEMPORARY DRAINAGE FAOUTIES SHALL BE PROVIDED BY THE CONTRACTOR SAN SANITARY WHEREVER NECESSARY i0 MDNTDN EXISTING DRAINAGE OUTETS. THIS WORK MIN MINIMUM SHALL BE INCIDENTAL TO THE CONTRACT. ®Robinson NORTHWEST HIGH- VILLAGE SHEET NO. ""' I �i WATER MAIN LINING-MAINTENANCE Of �0///p�g))Ul�11„�/Ply %//4�// 11'//l////�/fl,rr GENERAL Mores.LEGEND a AaeREwnnoNs MOUNT PROSPECT 3 of 24 FOREST AYE46E FAIRVIEW AVENUE E " L�; j E% c. 12 2 I M m I 1� z M11/11 E� / 12 NORTHWEST /�H I SAY RRICRPA�R T/ E LINE STOP,12" RENOYE I0D 11100 12100 13loo 1-oo 1 —————————I———————————————— - 5 —————-- T-1—T 4- T i T T—7T — T 1—T—T— T-1—T I -—-—-—-—-—-—-—-—_\. -- —— ----------------------------------------- ------ ——————————————————————————————————————————————— ——————————————————————————- 11 1—111 212 1 III\ El 11 I M_ El I I 'M 11 2 Nw iI N.- Nw e I—= PHASE 3 NORTHWEST HIGHWAY VILLAGE SHEET No. 77LE :�L; REVImE. TN. RE I REVImE. Robinson WATER MAIN LINING- INTENANrE of 4 of 24 ERE' 11—E. REVImE. E N 0//M EE R//M G PLAN SHEET MOUNT PROSPECT —A. PROSPECT MANOR AVENUE �, FEP No REINSTALL 2" SERVICE CONNECTION M BRICK P PS TMPORARY 2"WATER SERVICE (AuGERED) Ex cB ARE HYDRANT M-2 23 M' TEMPORARY 2"WATER S�CE El 11 MH 11 1 T11P11 UNE STOP,12" (AUGERE 211�MOMB M� 12 -IgRI VAULT,TYPE 1, 111 17- 5 ;,I._ _E,ARANE CLOSED U6 o IE 12I'm NORTH EST UNE ST'o/mp 12" HIGHWAY =7--I J 'TEMPORARY I12 I"WATER SCE J '2 TAP P'N G SLEEVE —112 ' —R SE CEWATER SE-GE (SHORT) sERmCEIAL VALVE Box 1MT.SERVICElCE CONNECTON 1"MTER WATER 12 ST BEND (SHORT) =77 AWPORARY I WATER SERVICE (SHORT) WATER SERVICE SFWCE CONNECTION (SHORT) 12 CLASS 56 DIP 12-VALW ANDT,TYPE A, P.—Y BY PASS -5.DIANETER,TYPE I FR.AME' 161DO ....... 17100 (BELDADE)8,oo CI_0SEDuG - 10--—-—- 12'X12"TAPPING SLEE,E 2 X..TEE 1"WATER SERVICE CONNECTION ANDf INVET.TYPE A, UNE STOP,12" 5'DANETER.TYPE I FRAME, CLASS D PATCHES CLOSED UD TEMPORARY 1. 1WEP SERVICE CONNECTION PHASE I � WATER I IN L NING WATER SERVICE TO,PORARY I"WATER SERVICE TT -T- -TTT TT IL WATER SERNCE CONNECTION TTZl—TT—T _1�1—T Im ----------------- ----------------------- --------- ---- ------------------------------------------------ IT,E... E�'LET W-21. L PHASE I PHASE I —R MAINLINING —R MAIN LINING NOTES SEE DETAIL SHEET I SCHENATIC OF PIPING AT NORTHWEST HIGHWAY AND PROSPECT MANOR AVENUE FOR DETAILS AND PHASE CONFIGURATION. VALVE IN VAUI_T-INSTALL(1)2"CORPORATION ON SIDE OFE FOR 2*TEMPORARY WATER S WCE. A TEMPORARY I"AND 2"WATER SERVICES SHALL NOT BE PAD FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO ME COST OF ME CURED-IN-PLACE PIPE(CIPP),12". CONTRACTOR SHALL BLOCK&BRACE PIPING DURING LINE STOP INSTALLATION,INCIDENTAL TO UNE STOPS. NORTHWEST HIGH— VILLAGE SHEET No. R MAIN LINING-MAINTENANCE f Robinson 5 of 24 E N 0//N E E R//N G PLAN SHEET FEENE-7 MOUNT PROSPECT 2'WATER SERNCE CENTRAL ROAD TOWPORARY 2"WATER SERVICE CO...�`��0` (BELOW G:ZtE�) 4 ARE HYDRANT WITH M E. VALVE 1.1'T YAWOMW 11.—12 o NYDRANTJ BRICK PAVER TEMPORARY REPLACEMENT mNc WATER SEWCE (AUG RED� REMOVAL AND (BELOW GRACE Ex aAvr HIGHWAY 12- —12--11- K PACER BRICK PAYER /" REMOVAL ANO REP E.NT RMOYI AND REPI-ACEMM]T TEWPORARY x I 2"XG"ME I WATER S�CE 1.2��Xl I 2� E TEMPORARY I" SE ICE 12-VALVE AND—T,TYPE A, A V`\ DANEMR,TYPE I ARANE, fD PATCHES WATER SEWCE "' H 00 E22— CLOSED LID 23,00 2-0 (SH 21 CUSS I-I cl.WATER SERVICE CONNECTION CLASS 0 PATCHES 2"(WAMR SEWCE WATER SERVICE 2)1_SPUTTER I"WATER SEWCE CONNECTION CONNECTION&TMPORARY 3� TEMPORARY 2-WATER MAIN 1*WATER SERVICE RM)T T--(�GE- ..... T11a R ------------- ---------------------------- .......... ......... tm-Mi 0111 IKII_ —T--112-- ,14 qn= PHASE 2 PHASE 1 WATER—LINING WATER MNN LINING NOTES Zt REMOVAL AND REINSTALLATION OF I-ANDSCAPE ITEMS IS INCIDENTAL TO FIRE HYDRANT. TEMPORARY I-AND 2"WATER SERWCES AND CONNECTIONS SHALL NOT BE PAID FOR SEPARATELY BUi SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE CURED-IN-PI-ACE PIPE(CIPP),12". NORTHWEST HIGHWAY VILLAGE SHEET No. ILINING-MAINTENANCE INTENANCE of n T HE Robinso -111 6 of 24 �aiiipNE N 0//N EE R//N G PLAN SHEET E 77 MOUNT PROSPECT ELMHURST AVENUE F BRICK-PAYER 1 REM,OV�AHD 7REP�MENT FIRE HYDRANT T/M .1 11 BRICK EF 11 T ;C f-IE-1—I'..TER SE-CE(.E�—...E)) AHO REPIACE.NT NORTHWEST ORT7HWEST HIGHWAY A -TER IEWCE CONNECTION.I' -I-WATER SERVICE(SHORT) TEMPORARY I WATER SEWCE 7�7 ".- 27,00 2-0- 29 1 00 30 12-—W AND—T.i�!;E�A, EM 5'DIAMETER,TWE I 12'X6'ME cl-OSEOtEi —T—T—T—T— T —T-1—T—T -T- T U (2) @ @ LO-a-0j ------------------------------------Q-D-------- ------(D-------------------*--------------- ------------- =TarvE .......... -------- ------- WIN......... 11 12--.1- PHASE 2 PHASE 2 WATER—LINING WATER MMN LINING NOTES TWPO Y I"WATER SERVICES AND CONNECTIONS SH—NOT BE PAD FOR SEPP M-Y BUT SI—L BE CONSIDERED INCIDENTPL TO ME MST OF ME CURED-IN-PINE(CIPP),12-. 77LE NORTHWEST HIGHWAY VILLAGE SHEET NO. �ET Robinson WATER-111 LINING-MAINTENANCE of _7 iE.7— RESE. 7; E N 0///,V E R//N G PLAN SHEET �MOUNT PROSPECT 7 of 24 PINE STREET w e`Rs=646 VAL ANBRICK 2PAW - NORTHWEST �W HIGHWAY -w---- N O REPLACEMENT sw aD"iNv=s14.e5 --- 8 8 ------- �N � o _-------— tt g ~�� s I]'VALVE MIO VAULT,1YPE A. 35 ~~w REMOVE 5'OIPNEN:R,ttPE I FRPNE, N `\ CLOSM LID H 00 Tern Rz= '- v 'I'LL 32+00 12'VALVE AND VAULT,1YPE A, — — — — — — — — 5-DIAMETER,TVPE 1 FRAME, l CLOSED UD T—T ' T—T ,-T , T T T T T T T P—El 1E �aN LI—E --- El T IE 11172 y�� \ 5E 1�N�=61,.81 -N�- 5w z, � 151,12 MEP—E I WATM MAIN LINING WRIER MAIN UNING NORTHWEST HIGHWAY VILLAGE SHEET NO. Robinson' I WATER NWIN LINING-MAINTENANCE Of _ G� j llUl�E//,#Q///,',///'ti'JJ, //�///ply(0i PLAN SHEET MOUNT PROSPECT $ of 24 WILLIE STREET o MH E�1'� HIGHWAY NORTHWEST6*CUT AND CAP Zi REMOVE P FT/M 11 -,11 12*VALVE AND VAULT,TYPE A. 5'DIAMETER.TYPE I RRPAIE, CLOSED LID 12-VALVE AND VAULT,TYPE A. 5,DIAMETER,1YPE I ffAd . CLOSED 0 0 0E >1<y0 0 —T—T—T-- T—T—T— T PHASE —E I WATER NMN LINING WATER NMN LINING NOTES 6"WATER MNN TO BE R—D AS S-14. 77LE 77F NORTHWEST HIGHWAY VILLAGE SHEET No. :E.lElT- 1�E-1 I E- EEV- Robinson WATER-111 LINING-MAINTENANCE of 9 of 24 F E//,#Q///,V /W(0", PLAN SHEET ILE-E I-VI lHE-E. - EEV- - E R// MOUNT PROSPECT MAIN STREET RM 11 il:ww--Z `cB BN" x � \� 61 Im-611 w z 667,71 I M 17-1 LINE STOP.12'. NORTHWEST /-r, I'm .1 IlLI- HIGHWAY Ex B —T—T T —T-1 ----T--T--T-- ----T 'I PE E: 5'DIAMETER,N`PlE` 2"WATER SERVICEIT I"WATER SERVICE CLOSED D LL 42— CONNECTION 43100 44100 1*WATER SERVICE 2"MNMRARY WATER MAIN MPD Y WATER MAN CONNECTION TO (SHORT) (AUGERED)(BELOW GRACE) (AEXISnNG 1 LGERED)(BELOW GRACE) m SERVICE CE CLASS D PATCHES 2"TEMPORARY WATER SERVICE (2)1-SPUTTER I"WATER SE ..ICE IWATER SERVICE (SHORT) T T T T T—T—T— T— SEB irvv=669.41 T El z 'T S E 11-7— ml, 11 12- VT Im—, PHASE I PHASE 1 WATER MAIN LINING WATEF2 MAIN LINING NOTES TEMPORARY I"AND 2*WATER SERVICE AND CONNECTION S—NOT BE PAID MR SE- 8 T SIlAI--BE CONSIDERED INCIDENTAL TO ME OCGT OF ME CURED-IN-PI-ACE(CIPP),12-. CONTRACTOR TO REMOVE VALVE AND—T AND REPLACE WITH CLASS 56 12"DIP,INCIDENTAL TO REM—. SHEET No. 77LE NORTHWEST HIGHWAY VILLAGE ,gFuji-0 n of ® WATER-111 LINING- NTENANCI 471. 10 of 24 E//,#0'///,V E R///W(0", PLAN SHEET MOUNT PROSPECT IFE AM7 i�.7— A A 6'GAM VAI-VE IN VAULT,TYPE A, 5'DIAMETER.TYPE I FRAME,CLOSED UD REMOVE PIPE,—W AND ME REPLACE WITH CLASS 56 DIP REMOVE PIPE,VALVE AND ME 12"Xd"X12"ME REPLACE W1fll CLASS 56 olp DETAIL \EMERSON STREET\ F, RRE HYDRANT WITH AUXUVN_VE, VALVE Box AND ME ....... RE.— 'E BOX AN'ME IE I -T 1IM'XIL251 G" BRICK EPMAVER REPLACEMENT L REMOVAL AND EER NT E 164 MI-MH �2_ -61'�l 1 12 rvv 2 -11,19 Ii RIA m TEMPORARY CONNECTION%A RV [T MR SERVICE E� 09 T a"iN 9690 Ku� 'M 0 S HIGH `MIIX�T� �'I - 2 ��V'7%1 12 Y LI- 12 12=992.25 El MI Ems/ U eErvc LLE�1/� 'E' z --------- - y L� �_COM _ 46+00 -M -L0 -00 10' 'M M 12"VALVE AND VAULT,TYPE A, BRICK PAVER 1 FRA E 1-114,11 5'DIAMETER,TYPE ME, REMOVAL AND REPLACEMENT CLOSED UD TEMPORARY 6"WAVER SERVICE Ell ——————--- 1�-161�4 SEE DUAL THIS SHEET —T El III— T f7, 'T—T �E .E 11 'M E `M""B'ILE' B3 L3�7 12�-11121 12: 24 IE 1 1=11 12 d R g PHASE I PHASE I WATER NNN LAMING —R NNN UNING NOTES Zy,C�NNT TE.PO "—R SERVICE TO EXISTING .A.� —,5 R SERVICE. ,NCIDENTAL TO 6"WAVER SERVICE (SHORT). QINSTALL VXV ME VALVE IN VALVE BOX 6-DIP.AND nTlMGS. CONNECT To EXISTING 6"SERVICE. QREMOVE 6"PIPE,VA-VE AND ME INCIDENTAL TO WAVER MAIN UNING. A COMPLETE CONNECTION TO 6 INCH WATER MAN DURING HOUR SHUTDOWN. FTE -2 EL EL Robinson NORTHWEST HIGHWAY VILLAGE 77LE :�L; SHEET No. WATER-111 LINING-MAINTENANCE of ERE—A'.7. iEEIIN RESE. 7; 1 – //,#0)///,V E R///W(0, PLAN SHEET �MOUNT PROSPECT 11 of 24 LE AVENUE MAP COLLEGE DRIVE Rau- �''024"XV TAPPING SLEEVE AND B —W IN VAULT,TYPE A, 5 DIANETER,TYPE I FRANE,Z-'12 2� CLOSED LID 12'—111 14 61 ,��TE(AUGERED)(BELOW GWE)-\\\\ ----------- NOR r�j NPORARY 6-WATER SERVICE % 7' v ST ------------------ -------------- 52,00 HIGHWAY 11 12'WATER-14 OIJ� PIPE-20' W I'M 6Flwl66411 NOTES PHASE I I T-PPRWATER SERVICE AN.CONNECTION S WATER NAN UNING NOT BE .E-AI, — D MR SEPARATELY BUT SHALL BE CONSDERED INCIDENTAL TO ME COST OF ME CURED-IN-PI-ACE(CIPP),12". NOR HWEST HIGHWAY VILLAGE SHEET No. 77LE I D - RE—ED - RE—ED I HE ® WATER-111 LINING-MAINTENANCE of EREEMF iE.-71— 11—ED - RE—ED llUl E N 0//N EE R//K 12 of 24 G PLAN SHEET MOUNT PROSPECT� GENERAL NOTES CONSTRUCTION SEQUENCE DESCRIPTION OF STORMWATER MANAGEMENT CONTROLS NON-STORMWATER DISCHARGES THIS STORMWATER POLLUTION PREVENTION PLAN(SWPPP)HAS BEEN 1.INSTALL EROSION CONTROL I.PLACE THE INLET FILTER OR APPROVED EQUAL IN ALL STORM EXCEPT FOR FLOWS FROM FIRE FIGHTING ACTIVITIES,SOURCES OF PREPARm TO COMPLY WITH THE PROVISIONS OF NPDES ILRIO 1.1.FILTER BASKETS NON-STORMWATER THAT IS COMBINED WITH STORMWATER DISCHARGES CONSTRUCTION GENERAL PERMIT(CCP)ISSUED BY THE ILLINOIS 1.2.DEFINE CONSTRUCTION STAGING AREA PROTECT M NEEDED STRUCTURES ACCEPTING SURFACE ROW. ASSOCIATED WITH THE INDUSTRIAL ACiMTY ADDRESSED IN MIS PLAN ENVIRONMENTAL PROTECTION AGENCY FOR SCORWATER DISCHARGES FROM 2.INSTALL WATER MAIN LINING BY PHASES 1,2,3 AND 4 IN ORDER 2.INSTALL PERMANENT EROSION CONTROL MEMURES(TOPSOIL,SEED MUST BE DESCRIBED BELOW. APPROPRIATE POLLUTION PREVENTION CONSTRUCTION SITE ACTIVITIES. 2.1 INSTALL BY PASS PIPE AND BUWKEi)M SHOWN ON THE PUWS OR AS DIRECTED BY THE MEASURES,AS DESCRIBED BELOW,WILL BE IMPLEMENTED FOR THE 2.2.SWEEP AND CLEAN STREETS AS NECESSARY DURING INSTALLATION ENGINEER. NON-STORMWATER CONPONENT(S)OF THE DISCHARGE. TR ME CONACTOR IS RESPONSIBLE FOR HAVING ME SWPPP ON SIZE AT 3.PRESSURE RC AND CHLORINATE BY PHASE PLL TIMES. 4.INSTALL WATER SERVICES WATER MAN FLUSHING 5.FINAL RESTORATION ARE HYDRANT FLUSHING 1. PROJECT DESCRIPTION 5.1REMOVE TEMPORARY MAIN h SERVICES GROUNDWATER(TRENCH DE-WATERING WATER) 5.2.TOPSOIL AND SOD WATERING FOR DUST CONTROL ME SUBJECT PROJECT CONSISTS OF THE INSTALLATION OF APPROXIMATELY 5.3.PATCH ROADWAYS AND DRIVEWAYS DRAINAGE FOR VEGETATIVE GROWTH 3,700 LF OF 12-WATER MAIN LINING,(CURED-IN-PUCE PIPE(CIPP)), 6.REMOVE EROSION CONTROL METHODS STABILIZATION PRACTICES HY FIRE DRMC AND WATER SERVICES i0 ME INDIVIDUAL BUSINESSES. OISTUANTICI BEDATE AREAS WILL A RESTORED TO ORIGINAL CONDITION. IT IS THIS SECTION OF ME PLAN ADDRESSES THE VARIOUS CONTROLS THAT APPROVED STATE OR LOCAL PLANS iICIPAEO THAT ME WATER MAN WILL BE INSTALLED VU OPEN-CUT LL BE IMPLENENlEO FOR EACH OF THE MAJOR CONSTRUCTION IECHNI0UE5, THE i0TP1 AREA OF DISTURBANCE IS LLSS MAN 1 ACRE. INSPECTIONS ACIMTIESDESCRIBED. FOR EACH MEASURE DISCUSSED,ME CONTRACTOR ME MANAGEMENT PRACTICES.CONTROLS AND PROVISIONS CONTAINED IN MAT WILL BE RESPONSIBLE FOR ITS IMPLEMENTATION IS INDICATED. MIS PLAN WILL BE IN ACCORDANCE WITH IDOT SPECIFICATIONS,WHICH QUALIFIED PERSONNEL SHALL INSPECT DISTURBED MEAS OF THE EACH SUCH CONTRACTOR SHALL SIGN ME REQUIRED CERTIFICATION ON ME AT LEAST AS PROTECTIVE AS ME REQUIREMENTS CONTANED IN ME N CONSTRUCTION SITE,WHICH HAVE NOT BEEN FINALLY STABILIZED, FORMS WHICH ARE PART OF THIS PLAN. IWNOVI IS ENVIRONMENTAL PROTECTION AGENCY'S IWAL, NOIS URBAN MANU STRUCTURAL CONTROL MEASURES AND LOCATIONS WHERE VEHICLES ENTER 1995. REQUIREMENTS SPECIFIED IN SEDIMENT AND EROSION SIZE PLANS W'f�ry5 M` �m, �E °"Y"IE��(�y Yn pM"jli T✓', OR EXIT ME SITE. SUCH INSPECTIONS SHALL BE CONDUCTED AT LEASTIINSTALL ONSRE SEDIMENT CONTROL MEASURES AS SHOWN ON ME OR SM PERMITS OR STORMWATER MANAGEMENT SITE PLANS OR SIZE wIP b N EYP Y I "' M I I W M.l ONCE EVERY SEVEN(J)CALENDAR DAYS AND WITHIN 24 HOURS OF ME IMPROVEMENT PLANS PRIOR TO INIMIING CONSTRUCTION. PERMITS APPROVED BY LOCAL OFFICIALS THAT ARE APPUGHLE i0 END OF A STORM MAT IS 0.5 INCHES OR GREATER(OR EQUIVALENT PROTECTING SURFACE WATER RESOURCES ME.UPON SUBMITTAL OF M �fi wp V �1� V I'k»N71"lIL PtlWQW yW J"'+: SNOWFALL). 2.ALL DISTURBED MEAS SHALL BE STABILIZED BY SMING WITHIN SEVEN N01.TO BE AUTHORIZED i0 DISCHARGE UNDER PERMITS ILRIO (7)DAYS OF COMPLETION OF DISTURBANCE OR WHEN LEFT IDLE FOR INCORPORATED BY REFERENCE AND ME ENFORCEABLE UNDER THIS f A f �1 9P,R pµryµ µ wLr 1 A. DISTURBED MEAS MO MEAS USED FOR STORAGE OF MATERIALS SEVEN AB DAYS OR MORE OR CRASS SOWN IL NECESSARY TO PERMIT EVEN IF THEY ARE NOT SPECIFICALLY INCLUDED IN THE PLW. X "'" '+- 5 -d ,J `..I p Il pw•k�Z „ MAT ME EXPOSED i0 PRECIPITATION SHALL TA INSPECTED FOR RE-ESTABLISH VEGETATION FOR CONTROL OF SILTATION MO SOIL S EVIDENCE OF, S THE POTENTIAL FOR,POLLUTANTS ENTERING EROSION. ME DRAINAGE SYSTEM. EROSION AND SEDIMENT TPLAIN CONTROL MEASURES IDENTIFIED NSUR IN ME IME OPERATING POOR SHALL W 3. LBS/ART SEED DEPENDING SHALL BE APPLIED AT 100 LBS/VIRE OR EROSION CONTROL NOTES OBSERVED TO ENSURE THEY ME OPERATING CORRECTLY. WHERE 150 LBS/VIRE DEPErv01NG ON ME SEED MIXTURE uSEO. DISCHARGE LOCATIONS RT POINTS ME ACCESSIBLE,THEY SHA ME CONTRACTOR SHALL TAKE THE NECESSARY STEPS i0 CONTROL WASTE BE INSPECRES ARE i0 ASCERTAIN WHETHER EROSION CONTROL 'msk1tl w ll'NI J�6 f d u "' 4,TOPSOIL STOCKPILES SHALL EROSION SECOND WITHIN SEVEN(J)CE AIDES SUCH AS DISCARDED D SAI T NACESARY TE CONCRETE TRUCK WASHOUT. MEASURES ARE HAU_BrvE IN PREVERFORTING EVIDENCE O IMPARTS DAYS OF SHAD_BECOMPLETION ED PROTECTED FROMEROSION WITH CONTROL.ALL LPENCESOIL ON THEE PILES MAY CAUSE ADVERSEIMPACTSTO WATER QUALLIY.AT ME�NSTRUCTION SITE THAT A I A TO RECEIVING WATERS. LOCATIONS WHERE VERICLLS EIJRER OR EXIT ME SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE� DOWNSLOPE SIDE OF THE PILES. SEDIMENT TRACKING.q flµµµ Ny SG:,Steffi® ALL EROSION CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO 5.WATER PUMPED DURING CONOPERATION SHALL BE FILTERED. STMPNC EACH PHASE OF CONSTRUCTION. B. OF P ON A_ RESULTS OF ME INSPECTION,THE DESCRIPTION STRUCTION Pi DV'D ulE t rl% �V pry 'F b R tY+ DESCRIPTION ANDLLUTANT SOURCES IDENTIFIED IN ME PROJECT POLLUTION PREVENTION MEASURES IOEN AED 6.DUST CONTROL SHALL BE MOUNTED TANK IT A DAILY BASIS USING WATER BE OBSERVED DISRUPTION TO THE EROSION CONTROL PRACTICES SHALL d G ., IUVG%y 7b k P y` HEADER T FROM MUCK NFORM R TANK WITH STANDARD DISCHARGE BE IMMEDIATED'REPAIRED BY ME CONTRACTOR. UNDER EROSION O SEDIMENT CONTROLS SHALL BE REVISED AS MPROPRIGE AS SOON AS N RESULTING AFTER SUCH INSPECTION. HEADER i0 PROVIDE A UNIFORM RATE OF APPLICATION. ANT DUST OR MUD TRACKED ONTO STREETS SHALL BE CLEANED AT ME h y NNM - Y MY CHANCES TO THIS PLAIN RESEALING FROM ME REQUIRED ENO OF EACH WORKING DAY. INSPECTIONS SHALL BE IMPLEMENTED WITHIN SEVEN(J) ��TEMPORARY GRAVEL CONSTRUCTION ENTRANCES SHALL BE MAINTAINED. !WWF Ran'+ ADJUSTER,OR RELOCATED C NECESSARY TO PREVENT REACHING FROM CALENDAR OATS FOLLOWING ME INSPECTION BEING TRACKED ONTO PUBLIC ROADWAYS.MY SEDIMENT REACHING I ALL SOIL,INCLUDING STOCK PILES,SHALL BE RY SEEDING.WITHIN]DAYS PUBLIC ROAD SHALL BEREMOVEDHRK BY SHOVEDNG OR STREET CLFANINC OF SOIL DISTURBANCE BY NEMS OF TEMPORARY SEEDING. C. A REPORT SUMMARIZING ME SCOPE OF ME INSPECTION.NAME(5) BEFORE ME END OF EACH WORKING DAY. AND S)OF THE I S OF PERSONNEL MAKING OBS ME INSPECTION, PERMANENT SEEDING SHALL BE FERTILIZED WITH 270 LBS/FGRE OF DO ME IM THE IMPLEMENTATION M MAJOR OBSERVATIONS RELINING B.ALL TEMPORARY RE PERMANENT EROSION CONTROL MEASURES MUST FERTILIZER OR EQUIVALENT. TO ME IMPLEMENTATION TI MIS KEN IN CC POLLUTION BE MAINTAINED AND REPAIRED M NEEDED TO ASSURE EFFECTIVE PREVENTION PUN AND ACTIONS TEEN IN ACCORDAJCE WITH ME PERFORMANCE. TEMPORARY SEEDING SHALL BE FERTILIZED WITH HE LBS/ACRE OF ABOVE SECTION B SHALL BE MADE AND RS A R AS PMT OF FERTILIZER OR EQUNPLENi. (TO BE USED AT THE DISCRETION OF ME ME PLAN FOR N. LEAST THREE(3)NEMS AFTER ME DALE OF 9.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY ME ENGINEER). 2. EXISTING SITE CONDITIONS AND SURROUNDING AREAS ME INSPECTION. THE REPORT SHALL BE SIGNED IN MUNICIPMtt AS CONSTRUCTION PROGRESSES. THE WORK WILL ET PRIMARILY PERFORMED IN ME IDOT EXISTING ROAD AND ACCORDANCE WITH PARI M.C OF THE GENERAL PERMIT. RIGHT-SUBWAY BE AND MINOR DISTURBANCES ON COMMERCIAL PROPERTY. 10.ALL EROSION AND SEDIMENTATION WITHIN CONTROL MEASURES SHALL BE AREAS SURROUNDING ME PROTECT ARE BUSINESS,AND COMMERCIAL. 0. IF ANY VIOLATION OF ME CONDUCT ONS OF THIS PLAIN IS REMOVED AND DISPOSED OF WITHIN b GAYS OF FINAL STABILIZATION. CONTRACTOR CERTIFICATION IDEVER 0 OUTING ME CONDUCT EC OR CONSTRUCTION WORK 3. SOILS COVERED BY THIS PLAN,ON INSPECTOR SHALL COMPLETE AND 11.ALL EROSION AND SEDIMENTATION CONTROL SHALL BE IN REQS CERTIFICATION STATEMENT IS PROVIDED O.PARI OF ME ETHEXC SOILS OUTSIDE E O PROJECT ME OWILL E BACKS-0 0 WITH ENG. FILE AN'INCIDENCE OF NONCOMPLIANCE'(IDE)REPORT FOR THE ACCORDANCE WITH TRE ORDINANCES.OF MOUNT PROSPECT EROSION AND REQUIREMENTS OF GENERAL NPDES PERMIT NO.ILR40. SOILS. ON OUTSIDE OF PAVED AREAS vnLL BE BACKFILLED wIM NAIVE MH NI A MSHALL . ME RESIDENT ENGINEER ILLINOIS RESIDENT SEOIMENCATION CONTROL ORDINANCES. SOILS. TECHNICIAN SHALL USE FORMS PROMOED BY D_ CLUDE EPECIAC ECTAL PROTECTION AGENCY AND SHALL INCLUDE 12.SPECIFIC EROSION CONTROLS ME SHOWN ON ME PLANS. 1 NDI TIFF UNDER PENALTYGENERAL OF LAW THAI UNDERSTAND ME TERMS AND 4. THE CONTACTOR SPECIFIC INFORMATION P VE ME CAUSE OF ME NONCOMPLIANCE, CONDITIONS E THE GENERAL NATIONAL POLLUTANT DISTHE STORM WATERELIMINTION THE CONTRACTOR SHALL,i0 ME E%RENT PRACTICABLE,MINIMIZE SILTATION ACTIONS TAKEN i0 PREVENT MT FURTHER CAUSES OF 13.DITCH CHECKS(NO STRAW BALES)SHALL BE INSTALLED IN AREAS OF SK1ET1(NPDES)PERMIT(ILRIO)MAT PLTHORIZES THE STORM WATER OF ALL SURROUNDING DITCH LINES. NONCONPUMCE ANO A STATEMENT DETAILING MT CONCEJTIUlEO ROWS(I.E.DITCHES)AS CONSTRUCTION PROCEEDS. DISCHARGES ASSOCIARED WIM INOUSTRIAL ACTIMTY FROM THE ENVIRONMENTAL IMPACT WHICH MAY HAVE RESULTED FROM ME DITCH CHECK SHOULD BE SEDIMENT LOGS. CONSTRUCTION SIZE IDENTIFIED AS PART OF MIS CERTIFICATION.' NONCOMPUMCE. ALL REPORTS OF NONCOMPUMCE SHALL BE 5. STANDARD SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES SIGNED BY A RESPONSIBLE AUTHORITY IN ACCORDANCE WITH 14.COMPLETED SLOPES SHALL BE SEEDED AND MULCHED(OR SOIL EROSION AND SEDIMENT CONTROL PRACTICES FOR THIS PROJECT SHALL PMT M.G OF ME GENERAL PERMIT. 13-ETED,IF ARPUCABLE)AS ME EXCAVATION PROCEEDS i0 ME BE PERFORMED IN ACCORDANCE WITH THE DETAILS AS PROMOm IN THE E%TENT CONSIDERED DESIRABLE AND PRACTICAL PERMANENT SEEDING PUNS. ALL EROSION CONTROL PRACTICES SHALL BE INSTALLED PRIOR i0 THE REPORT OF NONCOMPLIANCE SHALL BE MAILED TO ME SHALL BE USED WHENEVER POSSIBLE. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR DAM STARTING EACH PHASE OF CONSTRUCTION. AFTER AWARD OF ME CONTRACT, FOLLOWING ADDRESS: ME API CONTRACTOR PROLONG FINAL GRADING AND SHAPING SO THAT ME THE CONTRACTOR FOR THE PROJECT SHALL SIGN THIS PUN ACKNOWLEDGING ENTIRE PROJECT CAN BE PERMANENTLY SEEDED AT ONE TIME. RESPONSIBILITY FOR ME IMPLEMENTATION OF ON-GOING MAINTENANCE OF IWNOIS ENVIRONMENTAL PROTECTION AGENCY THIS RUM. ME EROSION CONTROL PRACTICES SHALL BE INSPECTED AT DIVISION OF WATER POLLUTION CONTROL 15.ON SLOPES GREAER THAN 4H IV,SEDIMENT LOGS SHALL BE PLACED LEAST WEEKLY,AND AFTER ANY RAINFALL GREAT MAN 0.5-. MY MSIBLE ATM:COMPLIANCE ASSURANCE SECTION AS NEEDED PARALLEL TO ME CONTOUR DNES TO REDUCE SLOPE DISRUPTION i0 ME EROSION CONTROL PRACTICES SHALL BE IMMEDIATELY 1021 NORM GRAND EAST LENGTHS UNTIL STABILIZATION OCCURS. REPAIRED. ANY EXISTING SUBSURFACE DRAINAGE SYSTEMS OR FIELD TILES POST OFFICE BOX 19276 THAT ARE OISMRBED DURING THE CONSTRUCTION SHALL BE RESTORED. SPRINGFIELD,ILLINOIS 62]94-92]6 TOPSOIL SHALL BE STRIPPED AT ME TIME OF EXCAVATION AND REPLACED DURING ME BACKFILL OPERATION. MY DUST OR MUD FROM THIS PROJECT (WITH COPIES SENT i0 THE OWNER AND ENGINEER) TRACKED ONTO PUBDC STREETS SHALL BE CLEANED UP AT ME END OF EACH WORKING DAY. 6. PERMANENT STABILIZATION PLANS ALL OISMRBEO METS SHALL BE SODDED IN ACCORDANCE WITH ME ANANO UJJOSCAPE PLS /OR SPECIFICATIONS.ME CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL VEGETATION AND SEEDED AREA y, FOR A PERIOD OF ONE-YEAR AFTER COMPLETION OF THE PROJECT. 7. MAINTENANCE OF EROSION CONTROL PRACTICES I'aMi i S THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF EROSION CONTROL PRACTICES. PRIOR TO COMMENCING 3C,KDJy 'J WORK,ME CONTRACTOR SHALL DESIGNATE A CONTACT PERSON FOR MAINTENANCE FOR ENSURING ALL VEGETATION,EROSION AND SEDIMENTC ( X11 CONTROL MEASURES AND OTHER PROTECTIVE MEASURES IDENTIFIED IN THIS Y , PUN ME KEPT IN GOOD AND EFFECTIVE OPERATING CONDITIONS. THE PROCEDURES SET FORM IN ME ILLINOIS URBAN MANUAL SHALL BE FOLLOWED WHERE MPUCABLE.IF NOT,APPUCMLE PROCEDURES SHALL BE FOLLOWED IN ACCORDANCE WITH MANUFACTURERS STANDARDS 6 $j I USGS ATLAS SCALE N.T.S. Robe NORTHWEST HIGHWAY VILLAGE SHEET NO. ' I E NI N IA. �inso WATER MAIN LINING-MAINTENANCE Of �0///p�g))Ul f l/%'/Alf AP//9N ll'E R//lN/ll./r STORM WATER POLLUTION PREVENTON PLAN MOUNT PROSPECT �3 of 24 =B �� RE NEW BASE COIIPSE CC��I��FII/ 11 I \I.IIr~ (BEE NOTES BELow) NEW ASPHALT,TMIN.THICKNESS IBES NOTES FLOW) �� SAW CUT SAW CUT EDGE EDGE VE Bo;mER . eel.swRH ROAn BDxaTABIU2ER Lux 00 RNALPARKwnI.— eWA ONNESS AOJuBRHEr1I EXISTING BASE BOB DEFTH. r VARIF$ EXISTING BASE- COMPACTED CA-8 PROVIDE VON.MIND) TRENCH BACKFILL ,'-,INCUFNEOSTONE - MIN D- FINES FOR PRE D-NAGE ET NOTES EEEII�III-�IIS-�II�IIIE�I EII IEII D D � OB STANDARDGPE�° ARE'A GDNGRETEBT FEE— BFFNNEDN<ODFTHE LTD FIAT nNs arANTDG�TTOMGF CONSTRUCTION.GRROADANDBRDGE E P—OAWINSI 2. THETHICKNESSOFTHESASE CGUHBF$HALL BF S".GH nnATCH THF CONCRETE NOCK UNDISBURBEo Solt ExISTINp HAVEn�ENT e.ASE THICI.NEEA u,HICHEVEH Is GREATER 10'WATERMAIN d LARGER . RDANGEDJOINIONLY oo NOT NOCK DRAIN HNEB & 3 THEPAVErnEOF PATCH SH ANl LLA 1,151. AL50E I SE CONCRETE E.THE BASE OF IT HYDRA RALLBEMUELLER8UPERGENNRIO, A- CRAPPROVED 1,Borry,nxv,xe W%rNI^P�ownrcrtvlxmuaxaT eawvruxvauLlwwolamwree�uneoal APPROVED BVTHEVILLABE BE ONE OF THE FOLLONING 45 t EDUALWRRESY•NAINVAL 0)2-VHOBENOIILE,U)-LK•PUMPER NDZRE r rrcwrccmreroee.oxmxmmmwuuoamx.almeweommwmcrrewnNrwn.olxnxawurww. ACONCRETE ATIONALBTANBI e•PENTAGON,OPENLEFI(BOUNTERLLOONWBE)Ir ZGA ; IHEUD.MILI IERIA ,B +CEPOPENVEF DVALVE BOXWOH WAIFA owxryelevnmxanwnw,wuu.namuolsenlwswwuEwmlxsuTHE mewcaraa ���oro��ETME CONSTRUCTION. AHOSPECIFICATIONS FOH ROAD ANO BRIDGE &9NGCAPBWILLBEREDUIREDONALLMEGHANCAL lO FnT .. T wmnxl—reamxlo—'u�BOM°Tr nosorvmiswzcrtrorEnareu,wwr SPECIFICATIASIF.NED.1 ANO BRIDGEOF HE sc- Village of Mount Prospect rwxPa,�a�axoLwLw,.NaT.onNx�� Village of Mount Prospect AGENT PAVEMENT wale Works oepanmem g P USING , O„ELS AS 111ECTEO BV THEIILLAGE. 1]00 W.II Rd. Public Works Dwperbnerrt FIBS HYDRANT DETAIL 1700 W.C.M.1 Rd. R.vlwd, e49 BUTTERFLY VALVE DETAIL Village of Mount Prospect LW lRsvlsed: 8.09 Public Works Department 1700 W Central Rd PAVEMENT RESTORATION DETAIL Scale: None Last Revised: 09-13 VALVE REMOVAL AND NEW RI a GP—so Co NOTES }i LINE E I OPEIDN I. TEMPORARY 12'WATER MAN SHALL BE PND AS 12'DUCTILE IRON MAN WIR1 POLYETHYLENE ENCASENENE RENOVAL OF MAN AND CAPPING SIR BE INCIDENTAL TO 12'OUCRLE IRON MAIN WITH POLYETHnENE SCHEMATIC OF PIPING AT ENCASENENE III HIGHWAY&PROSPECT MANOR AVENUE IN PHASE2IJNING wr~e T. IN PHASE3 UNING ww TEHPor?nrerz mncE VALVEREMOVALANO NEW OPE,FRwE m—ww PHASE4IJNING s `Ex Ii' sE 17x0112”T11111'L vuvE IN vuvE Sox w C� .wve rwp vuvE IN vuvE vnuLT IN Ex.wvS rwo vuvE IN vuvE vI'LT GLEEPE o zu.uNESSTDP 'S Ow ME1 P- INC oft w aEliNsuL auNp FuwcE ON vuv[N. 3 o'TEHN"'" 1PTEI HA s TEHPOanav 12 wATEa IN ti o CPEry TEHPOaury,z wnTEa HEN i row C ovcN TErvPcauzv,z wATEa rvaN i a I'D CLOSE vuv C CLOSED SCHEMATIC OF PIPING AT SCHEMATIC OF PIPING AT SCHEMATIC OF PIPING AT NORTHWEST HIGHWAY&PROSPECT MANOR AVENUE NORTHWEST HIGHWAY&PROSPECT MANOR AVENUE NORTHWEST HIGHWAY&PROSPECT MANOR AVENUE ® NORTHWEST HIGHWAY VILLAGE7LE NON SHEET NO. ""' I Robinson ENEA. 4 , �i WATER MAIN LINING-MA.INTENANCE Of 7 27 ER WIN 7;D �0///p�g))U11 A,`//W l%0//9V//'l6:'R////,/SP CONSTRUCTION DETAILS MOUNT PROSPECT 14 of 24 R,BBAREAB PAYBDAR�B o � G� NCE& �HIT., HIZEAPIPDWED(SAME BaERVICE1,No e �EALLDNED kF.lN--ED YTEEANOFLING—E AS SERVICEI USN L TH 0 1 1 I L o atult OSBRYVNALVEULU6IEULE WHIPS ULBE�'TWEK I– (SAMESREASSERVICE) ERTOBEREMWEDPFfER – 0 – RINATICNWHEN SNIPES S"WATERMAIN&SMALLER ACCEPT—E LEVS S. 81OTES SEC110NA-A SECTION J S EC.0-C N.T.S. OCAST FRPME CAST OPEN VO LPST&OUDLID coxw6xxa Toavnvac600.vNVMSWUO�cwxlE&cLacgnsE. 'xOxxMx6sreAl GeTBVNvea HE THREADED GF—AREAS Ix R.O.w.MUST BE REsroRED WITH—TOP ECILAND BOD Ea1OKSVSTEM tOB BEE PAVIIAENr REerOMTpN DETNL FOR PATCHING REQUIREMENTS Begxeownxmxsuenxocnowregxrsaev>nwitx xesncrvre Bmlxxps FLOOR/WA11 ® LFlB RAS AREAE BACKFILLWITH I—TED MATERNL—ED AND CD—N IY �a r���xc� OWITHIN2'CF I— EG—NT.CURB&GAND SIDEWALK,BACKFILLWIIH Cke rxxmcmioxvw>aeau� ����xxpx�aw x +� mscxtvErxe oesi�n aavniwx a wxss rwxxw wssenxomewxssaxeuse —TWEM M..NE EED MATIRIALINIPETSCOMPACIED —DENSITY call srarvE aAGalu P—EDANI—PACTEO IN6UFTs �, �. �� exemx��arwnav%T xuwurExuemrEunun x.N.uwusax&TDxe m.&s.ar a.fosorw.rr aHarecwanxoxwtLr.&orEv.L.aaPEwrw. © 20--LE HE MIMUMTH-I.EBe=t 11CFn UTSIDEDIAMETEROFTHEPIPE •^"•"""'°"""• "s®" '^'"`•E'®"^"®•"'••°^�'°`°°"•"'°�^s®` .—H—THE..—THE'=—DD---AT------ waq.raPP[DDIRFenvlxro Nw Ar ruxvuWv aur(1xo—Mnv NOTE:COORDIN.EW/OENEML,PLUMBERANOSPRNKIERF—R. OS UNBUrtABIE ERIALTOBEREMWEDAr THEDIRECTKel OFVlW EEN lI ER,AND © THE TRFN W1RI AT LEAS YWIDSTHAN THE OUTSIDE DIAMETER OF THE PIPE -Mx PAemaxFA9r.l.tw,lEs9wwlv,ttrEAxuo D]ex-H Village of Mount Prospect Village of Mount Prospect Village of Mount Prospect Village of Mount Prospect g P Public Work.Depalbnent Public WDI Deparhnent Public Work.DepeI Public Work.Deperbnerrt 1700 W.Glarel Rd. 1700 W.Cent.R0. 17110 W.CaMreI Rd. 171H w.CTIO D FRAMES AND LIDS GATE VALVE DETAIL R19SHING AND ClH—INATION PIPNo DErAIL TRENCH SECTION DETAIL Last Revleetl: 808 Eat MNaetl: 9-0B Last Revlatl: 609 Leet ReN9etl: 8"09 mi—I PavEuaroxrvswAv CCUNORSEMUVTNRUR�ENc aRN.WBRFI mEa 2aaB�E CCou�BicAa couRBE caa E p SIDEWALKTO CONTINUE OPNEWAV SAME THICKNESSESS CONCRETE DRIVEWAY ASPHALT DRIVEWAY DEPRESSED SEE ADA RAMP DETAIL CURB(88.12) R.O.W. R.O.W. JOINTS 6'TYP. ORNEWAV _ _8-D CONCRETE PPRON 'ajjc�u. TOBEMINe"THICK6" lr F r T CABSTONEBASE 88.12CURB MATCH EXISTING 12'EXPPNSION JDINr (SEE—I CURB CONTROL 1/2"IXPANSpN JOINTS BOARD 1Y MIN. FNCURBANOGITITER (DEPRISSACROSS ORNEWAY) UEN TWO DOWEL BARS DEPRSEED CURB M-8.12) THAN NEWAY SB_O EUNE NOTES: 1. SIDEW—USTI—EAPIAINBRGDIFINISH. Village of Mount Prospect z NOWHIEME6x—ONEDDISIDEWA99(SANDAPPON. PublkWorkeDepBrbnelH Village of Mount Prospect A LI-XIESVB-THICKTHRUMTNEWAVANDYTHICKIN au DTHERUIEAS IN RU— 1709 W.Central Rtl. Public Work.Dapertzrom MAw9uM DRI; RESIOENTML pINEWAY APRON DETAIL 1700 W.Central Rtl. A DRIVEWAVAP-11 PER VIIJAGECODE SECTION:16.908 xoWCOMMERCML DRNEWAV APRON DETAIL BIDEW-1 PERVIMAGECODESECRON 1e9DT LeM RevleSCI 809 .. Leel ReNeetl: 8-09 �6mx.�wuwx�xx.M.MxxR6aDGmu wwrxnv Nmx OLTALa& Robinson NORTHWEST HIGHWAY VILLAGE SHEET NO. �i WATER MAIN LINING-MAINTENANCE Of �l/%/Pl#Q//9�//'l6:'R///N/lR CONSTRUCTION DETAILS MOUNT PROSPECT 5 of 24 \��`� L1/ 1�,^^°^�^•�^•� WATER AND SEWER SEPARATION REQUIREMENTS 653.119 PROTECTION OF WATER MAIN AND WATER SERVICE LINES WATER MAINS AND WATER SERVICE LINES SHALL BE PROTECTED FROM SANITARY SEWERS,STORM SEWERS,COMBINED SEWERS,HOUSE SEWER SERVICE CONNECTIONS AND DRAINS AS FOLLOWS: 1 s*re A) WATER MAINS: ,) HORIZONTAL SEPARATION. A) WATER MAINS SHALL BE UID AT LEAST TEN FEET HORIZONTALLY FROM ANY SEWER OR SEWER SERVICE CONN ECMO NEW R.SANUARY SEWER.CORANED E) WATER MANS MAY RE LAID CLOSER THAN TEN FEET TO A SEWER LINE WHEN. THEC L CONTER(TION PREVENT A LITERAL S CITATION OF BET. i3 LOCAL IIN MAN AI NVETPREVEN AT LEAST BEIPARATCITEABOVETiUE FEET WN OF THE SEWER:AND THE WATER AN N EITHER INA SEPARATE TRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE 1 f G ss s� EWER 1� C) BOTH ETHf WATER MAIN AND DRAIN U OR SEWER SHALL BE CONSTRUCTED OF SLIP-ON �v OR M CHANICAL DINT CAST EDD CTI E RON PIPE,ASBESTOS CEMENT PRESSURE PIPE.PRE STRESSED CONCRETE PIPE.OR PVC PIPE MEETING THE REQUIREMENTS OF SECTION 653.111 WHEN IT IS IMPOSSIBLE TO MEET E(A)OR �� s Ten�imtea no ®rams ABOVE THE DRAIN HE S BE SEILL EE PRES RE TESTED TO TIE MAXIMUM HL,,y-�., '17•p1raE Road EB PECTED suaCHARGE HEaD EBEFORE BAcuFILUNc.s _ Cffi h-Alt o",� "a - e < 2) VERTICAL SEPARATION: wnun re�w�w�u z�xnvn.� wwnw remwxxu ssanrs.+.iox o�ies::eei nog o� oak. e."esn e Nfe s"se Maelypp Mrta-le I. A) A WATER MAIN SHALL BE LAID SO THAT ITS INVERT IS 18"INCHES ABOVE THE CROWN OF THE DRAN O 'EER W ENEVER W , SANITARY THE OR SEWER SEFMCE mNNECTIONS.THE VERTICAL SEPPRATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATER10 IS MAIN LOCATED WITHIN Village of Mount Prospect WN 'A F OF�"'sE°R DR DR WER T°EE°R°SSED W"" FEET HORIZO 9 P JOINTS EOUIDIISTANT FROM THE SEWER ORDRAINEN SE Public Works Department 1]00 W Central Rd B) BOTH THE WATER MAIN AND SEWER SHALL BE L,ASTRDCTED OF SLIPPRE TREE PROTECTION DETAIL PIPE PILL JOINT CAST OR DUCTILE IRON PIPE,esBEsios-CEMENT PRESSURE PIPE.PPE SRESSED CONCRETE PIPE.OR PVC PIPE MEETING REOUIREMENTS OF Scale: None Last Revised: 4-12 SecTION DIE.,1,WHEN. I) TIS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN(A)ABOVE:OR II) THE WA ER MAIN PASSES UNDER A SEWER OR DRAIN, C) A VERTICAL SEPARATION OF 18 INCHESBETWEEN THE INVERT OF THE SEWER OR DRAIN AND THE CROWN OF THE WATER MAIN SHALL BE MAINTAINED WHERE A WATER MAIN CROSSES UNDER A SEWER.SUPPORT THE SEWER OR DRAIN LINES TO PREVENT SETTLING AND APEAIINC TIE WATER MAIN, D) CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE NOR )RIVAL ISTANCE FROM TIE WATER MAIN TO TIE WE OF DRAIN LINE IS AT LEAST TEN FEET B) WATER SERVICE LINES: L STORM RVICESCONNECTION SHALL BE THE SAME AS WATER MAN SEPARATION DESCRIBED IN HOT-MIX ASPHALT MIXTURE REQUIREMENTS EWERS,SANTA"A EWERS,COMBNED IEIEFIS 01 AN Y DEAN 0,SEWER (n)ABOVE BO MIXTURE TYPE AC TYPE AIR VOIDS 2) WATER PIPE DESCRIBED IN(A)ABOVE SHALL RE USED FOR SEWER SERVICES LINES CLASS D PATCHES,II INCH WHEN MINIMUM HORIZONTAL AND VERTICAL SEPARATION CANNOT BE MAINTAINED, HOT-MIX ASPHALT BINDER COURSE,IL-19,N50:8' PC 61-22 1%AT 50 Dyr. C) SPECIAL CONDITIONS-ALTERNATE SOLUTIONS SHALL RE PRESENTED TO THE AGENCY WHEN EXTREME HOT-MIX ASPHALT SURFACE COURSE,MIX b',450 IL 9.5m ;D" PC 84-22 4R AT 50 RAPHICAN G ICT ( ) Gyr COMPLIANCE LUT(A)AND(B)ABOVE TECHNICALLY AND ECONOMICALLY IMPRACTICAL. ALTERNATE SOLUTIONS WILL BE APPROVED PROVIDED WATERTIGHT CONSTRUCTION RESURFACING STRUCTURALLY EouIVALENT To APPROVED WATER MAN MATERIAL IS PRoaoSED, HOT-MIX ASPHALT SURFACE COURSE,MIX b',450(IL 9.5mm):3" PC 84-22 4R AT 50.1 D) FROM SEPTIC TANS DISPOSAL FIELDS AND SEEPACE WATER MANS SHALL BE SEPARATED THE UNIT WDOHT USED TO CALCULATESURFACE ALL HOT-MIX ASPHALT MIXTURE QUANTITIES IS 112 Bs/sq yd/in. BEDS BY A MINIMUM OF 25 FEET. •WHEN RAP EXCEEDS 20%,THE NEW ASPHPLi BINDER IN THE MIX SHALL BE PG 58-22 UATER MANS AND WATER BE RNCE ONES SHALL BE PROTECTED PGANST ENTRANCE OF VDROGWBONS THROUGH pIFFUSION ROUGH ANY MATERIPL USED N CONSTRUCTION OF THE LINE. ® NORTHWEST HIGHWAY VILLAGE SHEET NO. ""' I �i WATER MAIN LINING-MAINTENANCE Of Q g))Ul)A,"//,#(%0//9#//'E R///N/RCOINSTRUCTION DETAILS MOUNT PROSPECT 16 of 24 1-ROJoWAY FOR WATER OOTTTBOL-\ DURIM3 PRESSURE TEST CxL0—Ox SA.— "DST "WATER"ON UU-\ FINAL GRADE 20P1'CCPPERIORSAMPL NTYPE R O 1aJ ...-..-'• - I� F WI FLAREDPCONNECTON MIN.¢,1.41. T�"" 2K SEE NOTESk256 PROV OE FlUEOUAIE TT �� , ,. HOST,EXPANBONLDGP g SEE NOTE 15 sw LL xS.— r E..R�°o�sFHIFs 4 cw[sEcnpN TAPPING VALVE MUe>_rn WPDGR m OR ArPREVILVBTTPEA-2�bte S orMx oRAPPRwEn mUAu j suPPOHT s wm�VAULT I` 16 MUELLFB DOUBLE STRAP TAPNxG BL�uE _ ....... --. ' -BRASS SEHv cE SADDLE Low ISMDH BWR - LEAD H-16000 SERES AusrAINL�serEr=u _......... NOTES: i.NO BRASS LEAD, LEAD SUCH AS'TAIPIFCES VALVES,CORPS FLANGES STRAINERS SHALL BE E%ISD�NO N -." NO LOWLEADORENV ROBRARS FORMNG TO 2014 EPA REQUREMENTS SH ALL BE CLEARLY LABELED OR MARKEU. 2,AM OF 10'SEPARATION MUST BE MAINTAINED BETWEEN THE NEW WATEfl SERVICE.AND BETWEEN THE NEW TAP AND ANY NOIR ASARI eUPPOmIMDFA VALVE EXISTING TAP5SON THEMAN(NCWD NO ANY ABANDONED TAPS) coVnEwro sTp eadaxaowlTx TpaLUEaro LwowE.nxrsadNE¢wTmruscTVEEem)mlxwadpxnxp 0 SIDEWALK,DRIVEWAY CURB OBE H HYURANIIE PARKWAY AND MUST BE ATLEAST 2 FROM ANI x PR[casrauRaiECTDxAxmwmaewmmcxaa VCE SHALL BE AUGERED UNDER THE STREET PAVEMENT AS NECESSARY x.THE NEW WATER SE ¢vREGergq+ORElE dxs q)xamlCn°xa41m C<TwxnwU3lmExTT0 lzmexium,UaxdTxEMIIN xEEncxTO ' '' '- NO OPEN CUTS ACR STE STREET'SF ALL BE PERMITTED. aWIEVEmEOE&REOeErATxlx eRxp wxuum.dleeERM�ScOB O�UsR.=T'HmerEGArrws. CURB STOSRANO BBOXCS SHALL BE REQUIRED FOR ALL WATER SERVICES TWO NC CS(2')IN ¢NPEOEtxINGaroffasrlxmwAO_ 6 DIAME HER POSMALLER. ¢ALL VAULTS ARE To RAVE¢Ntl xmAMIDio TNaTCBaER q'mvTAx Ts—OVFB OPERMxGNVa. a 1muEUEaxlwooWaPow.nOxarovlvurx TrrECxL +. 6,1u."-2"MUELLER MARK 11 OR SEALit615n LLOURBBTOP(FLARED I YPE ONLY)W'I'H Ii-1 P5041L nTo aETAEpEn pRm,,L.xroM.xroRcmaRlxroxawxEs. .,,� .... ,. ��, R.eox. T.au x�uPLxG VNTVsxubTBEVEw. ANY SIZEWATER SFRVICE IN PAVED AREAS SHALL HAVE A SADDLE TYPE MUELLER H-I03.R6 WITH A ICA—FOO T P ECE FOH 1/:'SERV CE OR H10995 LL FOOT P ECE FOP 2 SERVICE. xcxParFn AREas EMH,cRgwla .BN1 " i ^ ,,, 1 ,,, B.MINIMUM 1 FOOT OF COMPACTED CLAY OVER TCP OF COPPER PIPE Village of Mount Prospect B CONTRACT OR SHALL PERFORM ALL PRESSURE TAPS LIVE. Public Works Department 1700 W. Antral"t Vi0lage n6 Marlan{Pwstr DcB -- village of Mount Prospect PRESSURE TAP DETAIL P. xwo,w Dex.m,xem ve vaowexm�a¢ Leet Revleed 8-09 CATCH BASIN'f!'PE-A BE.TAIL. B-BOX DETAIL x.e�x..Lia...�wur, e.b.�erwla,xlReTmoEraww _ _ —__- —_ No0 lu.l ice s)tl I2-11 Scala_None 11 Laet RevlSBtl'.1-iB �.............�._ .._.._ ......I----.:: —........: F.unw =e�su�ee aw.oax TEDOgnE t•r ET 1� xme. vavaiE rr tx'�-� PA T m Kr ��� C•� IN. gyT.acEUExrroTuxrt VpRmVrtu NZvw_Bn GEPFE98FD°u!6 nfatl0x BOUME PAT TERN + litUNCATEO DOME OETNL aAPEI'll DETECTABLE WPANING DETNL PavEe:x 1H� Pa �r� m N.TB PaV Brt 1r -� Ir ANDVMMPviLLBEmIN EPm1 i A— L ANipN --;r sx spdvAu —PIANEVryT 1 LUGEE A. D-- VI—TERRITRIBIR aEVWEEx .nl ON B55 CU (rYPEx RB(rYPE BI BAIRUBR 1 PIaIION 'LATER SP1 •� .::.:::::� amx -I— x'Mx dOEED=FlaIEW.—BIG TYPEB AND gnTPA TO BE INSTALLED ON a CONPALTEDSTONE Village of Mount ProspectDDLIn BE,wEExE�AxaN,x,glxTa Public Work.Downers �PUC"1R�PNDB E""�N ANOIX�"N°C°"� Village of Mount Prospect .W.C-mr-I Rd. Ixo—O— ADA RAMP DETAIL AagrTlxGcoxcRErE PAVEMExroRSlDEwux. Public Work.Deperlmntl 7700 W.cemml Rtl. Last RwAsed: 8-09 s CENTER. INra exALl BE. UTA MIxMUM—Y-T1s•ON CURB AND GUTTER DETAIL Last Rwlwd: 11-09 1E�M.Ea++m..�.W rm�xub.wmscl.MexoallgEa oEr.Iw.0 Robinson NORTHWEST HIGHWAv VILLAGE SHEET NO. "" I �i WATER MAIN LINING-MAINTENANCE Of �0///p�g))UIL l/%'/PlL l%lr//4�//'lG:'/%l'////�/ll�/r coNsraucTON DETAILS MOUNT PROSPECT of 24 bl o -0 MDCa ROAD uDn AxEM AHEAD A',,,ITT IAllIlASll NO A WITHTYPE OR TYPE 11 BARRICADES WITH ONE LIGHTS OTWON EACH.t T 1 *FLASHINGL AMBER LIGHT ON EACH,OR 2O0E160 UP AMBER TYPE LIGHT,ONASEIEACt H. SEE NOTE 11 G DRIVEWAY ll�_ [ WLDRK PREP. b y �L 211 111 PC 3 ROM 90 IIOII o W20-11CllCl N AXFAO 00 G-4101 el III Rwn ANIAD ® sEE NOTE 4, NOTES: 1.SIDE ROAD WITH A SPEED LINT T OF 40 MPH t60 km M11 OR LESS AS 5.WHEN WORT(1S BEING PERFORMED ON A SIDE ROAD OR DRIVEWAY, a NT ONE "AD 20 SIGN 11 1 1111100,1 OF WT HE A FLAIIII E. NO LONGER CDNSI,TENT WITH THE TRAFFIC CONTROL sET-UP. MOU 1.ADVANIE GAINING SIGNS ARE TO BE OMITTED ON DRIVEWAYS UNLESS OTHERWISE SPECIFIEC IN THE PLANS OR B Y THE 'LOOK�NI�11W_TYPE TYII IT 01 TYPE Il RRICADE,.I/3 OF ENGINEER. THE CROSS SECTION OF THE CLOSED PORTION. .THE TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, 2-SIDE DEAD WITH A III D IT IT IIIAT I THIN 10 PH 11 11 S THE al ONE"OAD CONSTRUCTION AHEAD"SIGN 48 x 48 n.2 m x L2 ml WITH A FLASHER MOUNTED ON IT APPROIIMITELY ENO NIG 011 IN ADVANCE OF TIE MAIN IOITI. D THE CLOSED PORTION OF THE MAIN ROUTE,HAIL RE PROTECTED BY BLOCI(I NG WITH TYPE 111 BARRICADES,I/2 OF THE CROSS SECTION 1.PINES MAY BE 1IT11TITUTED FEE IAIIIIA CIA"'STAN AT'ALF THE SPACING D..NO DO,OPERATIONS CONES SHALL AS A MINIMUM OF GI"TO' IN 1EIS11. BE USED IN LIEU OF THE DOUBLE HEADED APPOV IM6 41. All d s fH1117-1,G) 1�ea.IIIDINHGI.�w�o�,.,o..11-1 - - STATE OF ILLINOIS TRAFFIC CON1110L AND PROTECTION FOR sEc - - - - DEPARTMENT OF TRANSPORTATION SIDE ROAO$INTEREECIION$AND DRIVEWAYS iFtP o CONTRACT NKE. ECIGCD ®nson NORTHWEST HIGHWAY VILLAGE SHEET NO. 77C N77 2 L ""' I �i WATER MAIN LINING-MAINTENANCE Of �0///p6g))Ul�l/%'/Ply l%lr//4�//'lG:'/%l'////�/ll�/r coNsraucTlON DETAILS MOUNT PROSPECT $ of 24 a a a � TWO—LANE/TWO—WAY p e 0 4 4 0 e a\ e e �1 LANE REDUCTION TRANSITION SEE N111 TWO—WAY LEFT TURN 14 1 11 a a GENERAL NOTES SYMBOLS IN Ell 111N III IN EEEEE,o� El"I%INLL IE _III.��Ma�S=��Hos� oN w„,Ea�S�L ME Moa.Ea MULTI—LANE/UNDIVIDED lEl N LANE MARKER NOTES MULTI—LANE/DIVIDED io u.P.x�o wpm Eowee,x.w Poseo sPeeos. e.sPeeos=ae DESIGN NOTES a .. .. e HS of 11 w 11„a. wa�Eo a LEFT TURN PNID R-11D T,RI 11 11 14 111-N 11 IINEET HaM=P STATE OF ILLINOIS STPIOAL APPIIWnONS DEPARTMENT OF TRANSPORTATION RNSEO REFLEOSISE PAMI M"On(SNOWJLOW RESWAffn 1 1- ® NORTHWEST HIGHWAY VILLAGE SHEET NO. ' I �i WATER MAIN LINING-MAINTENANCE Of 00///pNMg))UI I A,”//,#Q//9�//'E R///N/(R� CONSTRUCTION DETAILS MOUNT PROSPECT 19 of 24 ...... 7 �eNa wm,a F' 9 VARIES NEN, r.2-LANE ROADWAI 2 IAIINNN�11 2-rzNa 1 1 11 NII1—AIILNALl 11 1111 11 1111 LINE —1 IA—INI �ANNINI�LEL,�Nl",AINIA LIVE I —ILLI 1111 LINT Edo",lLE 1111INIL LINE—UNL:aN: m1,L�LW,N , IILLIITNON,WIIll LANE LINI G— U TYPICAL ISLAND MARKING NLIl—1 LINE I ILII III— .111ANA LVII A AIli IIII LINI LINA1 11 11-ILINI 1�A LINI 11 11�l LINI lITI IA 11�l 1111 11 LIN111LINI ON—TI LANI UNIIIIIII "o,r I —1 LANE UNDIVIDED I—INI IINI Ll- 0—IKII IAll 1IIola N111LINI--N LANE LIN11 1� LINE-I 1� �N"IN II—All IDII 11—INT WIUl 1111 LINE 11 G:= LINI lI I I N-I El LIN111.LINE on �1_1LINI-NI IKII IAIINEn ��%AELUNI-NI I LINI WITI I III I — 0 1` D�N I IUIN LANE--All LINE LINE BE�II,5,�D. IjNNTC,0,L,0 1111 LINE P= ALI 1111 LIN11 pow II ffINW�OEUNT�L�ILN�EO%EANN�RTIN —I N111 TV I— I N TIIN LANE--Al SOLII III T'Illl TIIN LANE—DINI DITAIL 1111 LINE TWI WAI LEI'U11N �lftljl, 1_11D'I"'LIN —1 LINE A /V LllBEml�,lElNllELl'lDl A 11v IIIIAN IIII WAI LEE''URN LANE IN lAIll TYPICALPAINTEDMEDIAN MARKING WIITI IIII LINE 121 A IAIT I NITI �" 'NT'�L .111ANI—1 1—IR NIT AN 1111 LINI Ll— 11 l, IILI TYPICAL LANE AND EDGE LINE MARKING PIINIII—11NI I'l 2 —10 %LLl I LIN NI.coNwsZ� .2 IE���IIIAL 11IN =N AV �p ILAV�DNAL�,U��'R INI W I TI'lo" aE IETIIL FA "n—I �niryL'INNh I I LE11 11011 151 —=rll/ zoNi IN 'a III-NI ITIN-1 ril WILTE --1&IL—TIIAN INULLL FEDESIRIAN hLL'Ellll 'I,V;l' —LL,BE uR.IET R.", LADT—,ED�LTI�,ILT�IINN,�,A��,EOEN�T,M��Nl'%Nlj IEFll AN �A 1, MA+ so A� ILNITI—RIN ANI ITITE 1-11D TI-1.LITT�WEIN T'E�T`11�IN �I— INLI 111—LELT 1.1 IIVITI TIIN LANI TYPICAL CROSSWALK MARKING TYPICAL TURN LANE MARKING A1,1111NNII E1111 DiMiff ONE D KTA� ATIETE�TL, EA STATE OF ILLINOIS RAIIKEI DEPARTMENT OF TRANSPORTATION 77 IIEETA �13 EPA PAVEMENT MAMONGS 11 11 11 VIALI:NINI VIIEL NN.I ITA. TI VIA 2 L REILAE. I REVIVE. SHEET No. 77LE LN7 2L _E R.- N IA. REVIVE. A,,Rob///,lR#inson///W(R� 'AT,R MAINORTHWEST HIGHWAY VILLAGE N LINING-MAINTENANCE of F7 77 '//,#Q E R CONSTRUCTION DETAILS MOUNT PROSPECT 20 of 24 TURN BAY ENTRANCE AT START TURN BAY ENTRANCE OF LANE CLOSURE TAPER WITHIN A LANE CLOSURE u LEGEND R4 7,, IO:EP ANO 29"X30" /\ ORK AREA 4 IILJII � LANE OPEN TO 1RAFFlE y ARROW BOARDC EM CONFLICTINGNT MARINRH FIM ~ WITH STEADY BURN LIGHT DRUM SEE DETAIL A AVREMOVPL(TYP.) S DRUM WITH STEADY BORN LIGHT ILJI .... SIGN ASSEMBLY s•'WHITE REFLECTIVE PAVEMENT MARRING TAPE H TYPE L OR 11 CHECK BARRICADE WITH FLASHING LIGHTPC N IELLGW REFLECTIVE PAVEMENT WHITE SKIP AS -DHEMlLINES FIRST) NG m C PC ARRow BOARD NOTES. _ F THE TURN LANE IA YELLOW REFLECTIVE PAVEMENT MARKING TAPE !REMOVE LONFLICTING WHITE F. ((ASNSHOWN 1N FIG.]5�USE FIGURE].O SKIP EACH LINES FlR5T1 SEE DETAIL A— BI WHEN"L 15 1 THE STORAGE LENGTH OF THE TURN LANE OR THE TURN LANE 1S WITHIN THE LANE CLOSURE, USE FIGURE 2. 2. CONES MAY BE SUBSTITUTED FOR BARRICADES OR DRUMS AT HALF THE 29 8101 IN HEIDURINGGHTDAY OPERATIONS. CONES SHALL BE A MINIMUM OF TURX I- LICH'S WILL N'I RED IN A DPERATIONs. ALL LIDHTS SHALL BE MONooIRECT IDNAL.s FOR onv IANE 24 1 SO x]SI24 1 A ISTD x Taoo GET AV 1p CIFEBAN lCUI TIE 4 WHERE GTHE CLOSURE RTIME 15 GREATER FTHAN HFOURTEEN 11111 PAYS, ICA APPLIES IIEN SAFE 11 BEING PElFDl M THE GHT IANELSC AND THE RIGHT TURN BAY 1S TO"MAIN P N UNDER IF RIEIGHT TURN LANE--R3-11DOR 2A 12a 11G.E I FIGURE 2 ANDS V6 AR 21 Y1 IS f530 x 3801 SHALL BE USED. 6 THESEFOR ANENCLOLD CIALL SUPPLEMENT MAINLINE TRAFFIC CONTRDL STABILIZE SIGN IIGNI D D ASIDE THE BARRICADES/DRUMS SUPPORT WITH Al ONE SEPARATE SIGN SIGNS SUPPORTS THAT MEET NCHRP 350 OR MASH UP ISSPRv FIGURE1 REDDIREMENTS. B. TO TRAFFIC,FFIC SHALL BE INCLUDED IN THE COST BEBAS SPECIFID"MED TRAFFIC DETAIL A CONTROL STANDARDS OR ITEMS. 11, ��«a�o�H.E�.•��•�e•=sw•Pw�oo. STATE OF ILLINOIS TRAFFIC CONTROL AND PROTECTION AT TURN BAYS _ - -- - -- DEPARTMENT OF TRANSPORTATION ITO REMAIN OPEN TO TRAFFICI 1Ft. CDN NE. Robinson NORTHWEST HIGHWAY VILLAGE SHEET NO. �i WATER MAIN LINING-MAINTENANCE Of F- IR REFER1 REVIDEED I DE �l/%'/Ply l%lr//9N//'E R///N/PCONSTRUCTION DETAILS MOUNT PROSPECT 21 of 24 aumTrly "T U 11001 LINE ft (13.9 WAffrrlY 4(IDO)LINE NOTE: ALL OU4NTITIES OF PLACEMENT ARE REPRESENTED IN LINEAR FEET OF 4"LINES TO MATCH THE 4"TEMPORARY TAPE PAY ITEM AND REPRESENTS THE TOTAL QUANT17Y OF 4 TAPE REQUIRED. allAffrrrY 4(100)LINE-225.9 fl.(68.9 1) MANI 75.3 sq.ft.(6.99 sq.T) 4(100)LINE-64.1 ft.(19.5 1) , IIII.111�1 21.4 q.ft.(1.99 q.LI STATE OF ILLINOIS SHORT TIN PI IIINIENG LITUM AIN VIIINIA RL� I INTY �,oI SHIE�.L I IIEFIFF DEPARTMENT OF TRANSPORTATION 16 I UATI R,1�11 IFALI PIPE I SIEFT NI.I �F 1 11-1 ITA. 1- T� Robinso NORTHWEST HIGHWAY VILLAGE SHEET No. 77LE 77F p A,, WATER // n R MAIN LINING-MAINTENANCE of :—EITN.- IR F.El DE—N I - ERE ILE NAME I—El IFT. 11EIMED - FEV E� '//W 0 N ///W(RE E R CONSTRUCTION DETAILS MOUNT PROSPECT 22 of 24 68 (1700) 7 54 (1350) 17 (175) O (175) ROAD MORD SO AHEAD EXPECT DECAYS USE APPROPRIATE MONTH AND DATE (25) BLACK FOR CONTRACT z BORDER 2 BEGINS XXX XX E N 58 (1450 NOTESo 1. USE BLACK LETTERING ON ORANGE BACKGROUND. 2. ERECT SIGNS IN ADVANCE OF THE LOCATION FOR THE 'ROAD CONSTRUCTION AHEAD" SIGN AT LOCATIONS AS DIRECTED BY THE ENGINEER. 3e ERECT SIGN(I)WITH INSTALLED PANEL(Z)ONE WEEK PRIOR TO THE START OF CONSTRUCTION. 4. REMOVE PANEL(Z)SOON AFTER THE START OF CONSTRUCTION. 5. SEE SPECIAL PROVISION FOR "TEMPORARY INFORMATION SIGNING" FOR ADDITIONAL INFORMATION. 6. ONE SIGN ASSEMBLY EQUALS 25.70 SO. FT. (2.3 SO. M.) 7. SHALL BE PAID FOR AS TEMPORARY INFORMATION SIGNING. ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS 07HERWISE SHOWN. Fl� llEE a Nll'=� STATE OF ILLINOIS AFIENu e0nu IlTlIKED - DEPARTMENT OF TRANSPORTATION IRFaRMnnOR SIGN TC-tp coNlRac1 NO77E 7 77F E.s NoaTHwEST HIGHWAY VILLAGE Robinsonn SHEET No. _ 7/AV„ WATER MAIN LINING-MAINTENANCE Of 'R/7TpN llUlllll l/%'/Pl(l%lr//HN//'E R///N/?R� CONSTRUCTION DETAILS MOUNT PROSPECT 23 of 24 LEFT TURN LANES WITH MEDIANS LEFT TURN LANES WITHOUT MEDIANS VOLUME DENSITY ("FAR OUT" DETECTION) VOLUME DENSITY ("FAR OUT" DETECTION) LOOPS NEXT TO SHOULDERS ON SAME APPROACH ON SAME APPROACH N. (PROTECTED / PERMITTLPAITLSNED LEFT TURN PHASING) (PROTECTED / PERMITTED LEFT TURN PHASING) NOIEs: VEHICLES LOOP DETECTORS IIIIIN IF TRAFFIC IIINALI. cn D OD Orn. of AND HE—_ ._TSoo mm: * ALL LEAD 1N CABLE SHALL BE TWO CONDUCTOR No.14 TWISTED, / IIIII R, �SNO IN LnnT UANPIOLI SHIELDED.ULDER TAVIDSDu uED7Ax. -�soo mm� _ *EACH DETECTOR LOOP SHALL HAVE ITS OWN SAW CUT FROM THE LOOP TO THE EDGE OF PAVEMENT OR TO A HANDHOLE IN THE PAVEMENT. MOI�AN iTVPi o H .EACH DETECTOR LOOP SHALL HAVE ITS OWN ONE INCH 125 mm)UNIT _ DUCT BETWEEN THE EDGE OF PAVEMENT AND THE FIRST _ HAND OLE OR JUNCTION BOX.EACH UNIT DUCT RUN SHALL BE SHOWN ON THE PLANS BY THE DESIGNER,BUT SHALL NOT BE PAID FOR SEPARPTLY.THIS ITEM 1S INCIDENTAL TO THE PAY ITEM _ FOR DETECTOR LOOPS. FET _ *DNE DIMENSIDN OF ALL DETECTOR LDOPS SHALL BE SIX FEET _ 0 8 DO ,r EACH LANE OF NON-LOCKING,PRESENCE DETECTION AND EACH LANE OF A DOUBLE LEFT TURN LANE REQUIRES A SEPARATE i.s m a.s mT INDUCTIVE LOOP DETECTOR AND LEAD IN CABLE. 3.0 M rs.o m� EiP IN ,r WHEN NON-LOCKING,PRESENCE DETECTION 1S USED,MORE I—NAND-1 17-1 PLAII INAIP s6n THAN ONE LOOP PER LANE 1S REQUIRED BEHIND THE STOP BAR IIII 111 117 71 UGAIRfi.e.1-1/2,1-3/4,2). ro0 m RADND LOOP MLA, sxowN. RST AND WHEN SYSTEM LOOPS ARE REQUIRED ON AN APPROACH OF AN INTERSECTION,THE LOOPS USED FOR VOLUME DENSITY AND *_RSD,mm� Rm u Sal NOT BE ixctuoND iN LIE PAv ITEIAS. INTERSECTION TIMING SHALL ALSO BE USED As SYSTEM I URN' DETECTORS.EACH ONE OF THESE TYPE OF LOOPS REQUIRES A ' NOT11MI. PAN NUT T F T T T SEPARATE TWO CONDUCTOR NO.14 TWISTED SHIELDED CABLE AND A SEPARATE INDUCTIVE LOOP DETECTOR WHEN NEW DDT 11ILL NOT S1 ARTERIAL-VOLUME DENSITY ("FAR OUT"DETECTION) ARTERIAL-VOLUME DENSITY ("FAR OUT" DETECTION) CONTROLLERS ARE UTILIZED.THE DESIGNER SHALL LABEL THESE CROSS STREET-VOLUME DENSITY ("FAR OUT" DETECTION) CROSS STREET-NON VOLUME DENSITY ("UPTIGHT" PRESENCE DETECTION) TYPES of LOG PS AS INTERSECTION AND SAMPLING 1515TEMI DETECTORS' ON THE SIGNAL LAYOUT,THE INTERCONNECT PLAN AND THE SYSTEM CABLE PLAN.WHEN AN E111TING CONTROLLER IS UTILIZED FOR THIS TYPE OF DETECTION,THE PAY 17EM"INDUCTIVE w0D m� +� ARLERiu LO DP DETECTOR W17H SYSTEM OUTPUT"SHOULD BE USED. PC I4 PLACEMENT OF DELECLDRS F4 cal TURN Lw E. nDO RPNRAicxT saw cu INTERNAL THE FOLLOWING FIGURES REPRESENT THE MOST COMMON DETECTOR NORMALLY LQOP LOCATIONS AND SIZES.ADJUSTMENTS WILL BE NECESSARY FOR ADIFL�I SPECIFIC GEOMETRIC CONSIDERATIONS. LOCATIONS AND DEMENSIONS OF DETECTOR LOOPS ARE REQUIRED 1, "HITEasEAIHDN. �I _ oN ALL SIGNAL LAYOUT PLAN SHEETS. rn eEE7 S m* _ 0s T:So mm: "FAR OUT'DETECTION REFERS TO LOCKING,PRESENCE TYPE d S 'UT DETECTION LOCATED IN THRU LANES,RIGHT TURN LANES,AND RIGHT - TC I Dom E7 IT TURN LANE TAPER AREAS tIF APPLICABLE),USUALLY 250'R5 ml IN d ca/LLNc Looe UEp 3�x'�m ADVANCE OF STOP BARS."U PLIGHT"DETECTION REFERS TO D o �soommS iI NON-LOCKING PRESENCE TYPE DETECTION LOCATED IN ALL LANES AND HAL �soo IEE N aEo�p11 omm i, ]0'-I5'P3.0 m-4.5 ml BEHIND THE CROSSING STREET EDGE OF M rz. zy ` PAVEMENT EXTENDED. '" :a w.smT UAx imum Is--@sus-I wl sl m F NOTE: 0 r iz� ammo e`mt ALL DETAILS AND NOTES SHOWN ARE FROM THE 1.D.O.T.DISTRICT 1 V=1 esm,esmi iT.5m 901 LRAFFIc SIGNAL DESIGN GUIDELINES DATED JANUARY 1995 —LIMIp THIS DRAWING HAS BEEN PREPARED TO ASSIST THE RESIDENT ENGINEER T m®1—DRIT 11 PIN NEIIEM' , - us7' our IE7eaIDwl FOR ALL ROADWAY RESURFACING OR S.M.A.R.T.PROJECTS WHERE THE LJ DIMENSIONS ARE N07 SHOWN ON THE PLANS AND THE FINAL LOCATIONS I'M _ FOR CROSSWALKS OR STOP BARS ARE NOT DETERMINED. EM zs n.s mT uuiuumT h I IN I ANI, nv h RAcIT saw 1071. - SITSIDE P MEM—) 10 n.0m)LANI w:D7ns ^yYV�jl s THE DETAIL 1 DETAIL 2ORN N.T.S. N.T.S. LAN,TAPER. STATE OF ILLINOIS DIM IN 1-DEFECTOR LOOP INTMOATION DEPARTMENT OF TRANSPORTATION DETNIS FOR ROADWAY RESURFACING TLOT CONTRACT No. DATE A 0' i.f�� RobinsonNoarwESTHIGHwnv VILLAGE SHEET NO. _ //VW„ nn WATER MAIN LINING-MAINTENANCE Of '�///pXjNUlllll l/%'/Pl)l%lr//4�//'lG:'/%l'////�/ll�/r coNsraucTioN DETAILS MOUNT PROSPECT �4 of 24 ° f'lslilqmrow ! rt h n 4 J P P� ° rr '!' r, f , err r r f i ➢f, bins,on David Barnas Direct Line:(224)-723-88011 Email:db,ar ag@1g 1 r 1 August 7, 2019 Project 19-80305 ADDENDUM NO. 1 TO,*, ALL BIDDERS ON THE FOLLOWING PROJECT PROJECT: VILLAGE OF MOUNT PROSPECT NORTHWEST HIGHWAY WATER MAIN LINING.-MAINTENANCE Addendum One shall consist of four(4)pages of text with revisions and clarifications to inquiries by Contractors;revised schedule of prices; and revised plan sheet 2. The Contractor shall sign the below acknowledgement as proof of receipt of this Addendum and email a signed copy to Robinson Engineering, Ltd. at oa hen erson� r It �ca along with attaching this Addendum No.1 into the Contractor's bid documents. �^ The Bid Documents for the,above referenced project are hereby revised as follows' 1 General Conditions: fJ. 1. Revise the Substantial Performance, Final Completion Date, 2,, c., i.,from"The contract shall be substantially performed within,seventy(70)days after Notice to Proceed is effective"to"The Contract shall be substantially performed by Larch 1 , 2020," 2. Revise the Substantial Performance; Final Completion Gate, 2., c., ii., from "Final Completion shall be within thirty (30) days after Substantial Performance Date" to "Final Completion shall be performed by March 30, 2020.)) Bid Farm: 1, Revise the third sentence of the first paragraph of page 3 from "The Contractor shall reach substantial completion within seventy(70)consecutive calendar days after the Notice to Proceed with final com letion t IT d s t' er a eir" to "The Contractor shall reach substantial completion by March 15, 2020 and final completion by March 31, 2020." Contract: 1. Revise the second sentence of ARTICLE V—COMMENCEMENT AND COMPLETION OF WORK from"The Contractor shall achieve substantial performance within seventy (70) consecutive calendar days after the Notice to Proceed has been issued with final performance thirty (30)days thereafter"to"The Contractor shall achieve substantial performance by March 15,2020 and final performance by March 31, 2020." Schedule of Prices. 1. Revise Item No. 12 from a quantity of" "to a quantity of"12". 2. Revise the Tapping Sleeve size on Item No. 20 from 24"x 12" to 24"x 0", . Add Item No. 21, "Temporary Water Services", as a"Lump Sum"Quantity. 4, Revise sequential Item Numbers 11 —20. 5, Contractor must use the attached"REVISED SCHEDULE OF PRICES (BID FORD)when submitting the bide Drawing Sheet 2 1. Revise Item No. 12 from a quantity of"9"to a quantity of"12", 2. Add Item No. 24, "Temporary water Services", as a"Lump Sum"Quantity, 1 CLARIFICATIONS Question: will the Contractor be required to conduct VOC testing of the water in the newly lined water main? Response: The Contractor will not be required to conduct VOC Testing. However, the Contractor will be required to provide manufacturer's documentation that the lining contains no VOCs, if requested. Question: Can the Village provide information of the depth to water and cover to the water main? Response: The Village does not have record drawings of the water main. To provide uniform bidding, assume the water depth to be seven (7)feet and the water main cover to be between five (5) and ten (10)feet, �r-- Question: Do the temporary water services need to be chlorinated? p y Response:The two-inch and six-inch temporary water service will need to be chlorinated and bacteriologically tested. The one-inch temporary water service is to be installed with the care of a permanent water service. Question:Are road plates to be installed at the end of each day while working on Northwest Highway? Response: 'des. Question: Does the Contractor need to follow the phasing requirements? Response: No,the Contractor does not need to follow the phasing requirements as long as the Village has opportunity to field test the water system and the Contractor's schedule and work demonstrate timely completion of tasks and pavement restoration. Question: Is there a lay dawn area and truck staging area available? Response: There is no confirmed laydon area, but there is a truck staging area available at Melas Park. Question: Does the Village have spare paver bricks? Response: The brick paver blend is no longer manufactured. The Village can let the Contractor know of availability of acceptable substitution. Question: Are the valve vaults precast? (Response: The valve vaults are precast except for the following: Station 22+40—Brick Station 41+60—Unknown,covered by plate Station 47+10—Unknown,covered by plate Contractor will be allowed to keep sound precast structures in place and replace with new valve., Question: Will the Contractor be responsible to notify the public of construction? Response: The contractor will be responsible to keep the pillage informed of its schedule and the pillage will notify thep ublic. Sincerely, ROBINSON ENGINEERING, LTD. '40,01,W David Darnas Project Engineer /db R:\2015-2019\2019\19-RO365.MP\-Bid and Contract Docu ments\WaterMai n Lion ingt\Adde nd u m No.1.doex �1' Village of Mount Prospect !Northwest Highway water Main Lining-Maintenance Addendum one received and acknowledged and incorporated into proposal 1 Signature Print Your Name Company Dame 1 l Of Robins,ol? REL#19-R03i5 REVISED ED SCHEDULE OF PRICE Local Agency vile of Mount Pros ect Location Description Water Alain Linin The undersigned submits herewith his schedule of prices covering the work to be performed under this contract;he understands that he must show in the schedule the unit prices for which he proposes to perform each item of work;that the extensions must be made by him,and if not so done,his proposal may be rnirtin+n,r+l�►e•irrn,n""4+'xv Schedule for Single Bid 'or complete information co edthese iter s,see Tans and specific"ations"') 1 WNP19 0011111 IN 11111m Bidder's Pro osal for rnakfbg,Entire IMLNUNN Mo oroor t t WON- f Item No. Items Unit Quantity Unit Pace I Total 1 INLET FILTERS EACH 32� 2 CURED-IN-PLACE PIPE(CI PP), 12`" FOOT 31700. 3 CLASS D PATCHES,TYPE IV, 11 INCH SQ YD 550. 4 WATER MAIN REMOVAL, 61 0 FOOT 25W, 1 —VAT'VES IN" VEVAULTS,TYPEI M E 1 EACH 9 FRAM. C-L-OS-E,D LID LINE STOPS 1200EACH 5,,,r 1 M IN S EV I V I E 0 R 1110 W I 11 T H W i ATER FOOT 35 MAIN QUALITY PIPEop. I' "� L I-I AUXILIARY VALVE,VALVE BOX AN TEE _EACH 5, 9 REMOVE FIRE HYDRANT EACH 4, 10 1"WATER SERVICE(SHORT) EACH 12. 11 S"WATER SERVICE(SHORT) EACH 1 12 EXPLORATORY EXCAVATION EACH 14. IONIII III I Jill pop 13101 1111mallowwwo — - I COMBI ION(f URB REMOVAL A FOOT 250. R ELACE�M ENT P 14 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 100. 15 'BRICK PAVER REMOVAL AND REPLACEMENT SQ YD 125, ...............................I 12" 1+ DUCTILE I POLYETHYLENE FOOT 35 ENCASEMENT 17 S"CUT AND CAP EACH 1 18 12"CUT AND CTAP EACH 1 19 TAPPING SLEEVEND VALVE IN VALVE VAULT, EACH 2, FRAME CLOSED LID 41 1011P N I 20 'TAPPIN SLEEVE AND L VALVE VAULT, EACH 1 , TYPE A, 5"DIAMETER TYPE.1 FRAME, CLOSED.LID 21 TEMPORARY WATER SERVICE LUMP SUM 1 Printed 07/29/2019 1 of 1 Robinson tirr�rrrrr - Tabulation Of Bids rirairrrrr rr//1%//r / A c 1 r r% F, ! t„ Local Public Agency:Village of Mount Prospect Date:August 12,2019 County: Time: Section: Project#19-R0365 Estimate:$1,708,525.00 Attended By:Aaron Fundich,Jairo Rodriquez Name of Bidder:Sheridan Plumbing&Sewer Inc. Fer•Pal Infrastructure Lanzo Construction Corporation Address of Bidder:6754 W.74th Street 1350 Gasket Dr. 125 BE 5th Court Bedford Park,IL 60638 Elgin,IL 60120 Deerfield Beach,FL 33441-4749 Approved Engineer's Estimate Item No. Item Description Unit OTY Unit Price Total Unit Cost Total Unit Cost Total Unit Cost Total 28000510 INLET FILTERS EACH 32 $100.00 $3,200.00 $100.00 $3,200.00 $190.00 $6,080.00 $150.00 $4,800.00 XX005541 CURED-IN-PLACE PIPE(CIPP),12" FOOT 3,700 $280.00 $1,036,000.00 $158.00 $584,600.00 $144.00 $532,800.00 $203.00 $751,100.00 X4421783 CLASS D PATCHES,TYPE IV, 11 INCH SQ YD 550 $180.00 $99,000.00 $145.00 $79,750.00 $215.00 $118,250.00 $173.00 $95,150.00 X5610706 WATER MAIN REMOVAL, 6" FOOT 25 $90.00 $2,250.00 $45.00 $1,125.00 $50.00 $1,250.00 $42.00 $1,050.00 XX008573 12"VALVES IN VALVE VAULTS,TYPE A,S DIAMETER,TYPE 1 FRAME,EACH 9 $12,000.00 $108,000.00 $15,000.00 $135,000.00 $21,585.00 $194,265.00 $19,000.00 $171,000.00 CLOSED LID XX004972 LINE STOPS 12" EACH 5 $9,900.00 $49,500.00 $23,000.00 $115,000.00 $29,875.00 $149,375.00 $27,500.00 $137,500.00 R1002310 REMOVE AND REPLACE 12"STORM SEWER WITH WATER MAIN FOOT 35 $100.00 $3,500.00 $95.00 $3,325.00 $145.00 $5,075.00 $114.00 $3,990.00 QUALITY PIPE 56400825 FIRE HYDRANT WITH AUXILIARY VALVE,VALVE BOX AND TEE EACH 5 $7,500.00 $37,500.00 $23,000.00 $115,000.00 $33,600.00 $168,000.00 $30,000.00 $150,000.00 HP564-02 REMOVE FIRE HYDRANT EACH 4 $500.00 $2,000.00 $3,500.00 $14,000.00 $5,500.00 $22,000.00 $4,100.00 $16,400.00 xxxxxxxx 1"WATER SERVICE(SHORT) EACH 12 $6,000.00 $72,000.00 $4,000.00 $48,000.00 $6,850.00 $82,200.00 $4,600.00 $55,200.00 R1004030 6"WATER SERVICE(SHORT) EACH 1 $5,500.00 $5,500.00 $24,500.00 $24,500.00 $31,850.00 $31,850.00 $29,305.00 $29,305.00 R5001012 EXPLORATORY EXCAVATION EACH 14 $1,250.00 $17,500.00 $500.00 $7,000.00 $650.00 $9,100.00 $570.00 $7,980.00 44000500 COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT FOOT 250 $40.00 $10,000.00 $75.00 $18,750.00 $115.00 $28,750.00 $85.00 $21,250.00 42400200 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 100 $20.00 $2,000.00 $20.00 $2,000.00 $35.00 $3,500.00 $22.00 $2,200.00 XX006215 BRICK PAVER REMOVAL AND REPLACEMENT SQ YD 125 $55.00 $6,875.00 $75.00 $9,375.00 $100.00 $12,500.00 $90.00 $11,250.00 R1002025 12"DUCTILE IRON WATER MAIN WITH POLYETHYLENE FOOT 35 $300.00 $10,500.00 $150.00 $5,250.00 $265.00 $9,275.00 $180.00 $6,300.00 ENCASEMENT R1002225 6"CUT AND CAP EACH 1 $500.00 $500.00 $3,500.00 $3,500.00 $6,500.00 $6,500.00 $4,200.00 $4,200.00 R1002240 12"CUT AND CAP EACH 1 $700.00 $700.00 $5,000.00 $5,000.00 $3,000.00 $3,000.00 $5,950.00 $5,950.00 R1001145 12 X 12"TAPPING SLEEVE AND VALVE IN VALVE VAULT,TYPE A, 5' EACH 2 $15,000.00 $30,000.00 $12,000.00 $24,000.00 $18,135.00 $36,270.00 $15,000.00 $30,000.00 DIAMETER,TYPE 1 FRAME,CLOSED LID R1001320 24"X 6"TAPPING SLEEVE AND VALVE IN VALVE VAULT,TYPE A, 6' EACH 1 $12,000.00 $12,000.00 $24,000.00 $24,000.00 $29,800.00 $29,800.00 $29,000.00 $29,000.00 DIAMETER,TYPE 1 FRAME,CLOSED LID X1200022 TEMPORARY WATER SERVICE LSUM 1 $200,000.00 $200,000.00 $455,000.00 $455,000.00 $550,000.00 $550,000.00 $669,500.00 $669,500.00 TOTAL: $1,708,525.00 $1,677,375.00 $1,999,840.00 $2,203,125.00 ted 8/13/2019 11:29:17 AM 1 of 1 BLR 12315(Rev.07/16/13) Bid Form Page 1 BID FORM Village of Mount Prospect Department of Public Works FROM: Sheridan Plumbing & Sewer Inc. 6754 W. 74' Street, Bedford Park, H. 60638 (hereinafter called "Bidder") TO: Office of the Village Manager, 3rd Floor 50 South Emerson Street Mount Prospect, Illinois 60056 (hereinafter called "Village" or "Village of Mount Prospect") The bidders have familiarized themselves with the work and probable work conditions required under this Bid affecting the cost of the work and with the Bid Documents which include: Notice to Bidders Table of Contents Instructions for Bidders General Conditions and Special Provisions Specifications Bid Form Affidavit — Bid Certification Form Bid Security Bid Sheet — Northwest Highway Water Main Lining - Maintenance Contract Document Labor and Materials Payment bond form Performance Bond Form Therefore, the Bidder hereby proposes to furnish all supervision, technical personnel, labor, materials, tools appurtenances, equipment, and services (including all utility and transportation services) required to construct and complete the Work, all in accordance with the above listed documents. Bidder agrees to perform all of the Work and provide the equipment and materials described in the Bid Documents, as follows: Bidder has bid on all items and has provided a price for all items. The Bidder acknowledges that it is responsible for verification of all pipe sizes and depths prior to the ordering of materials. 74 Northwest Highway Water Main Lining - Maintenance REL#19-RO365 Robinson REVISED SCHEDULE OF PRICES Local Agency Villa a of Mount Pros ect Location Description Water Main UnIn The undersigned submits herewith his schedule of prices covering the work to be performed under this contract;he understands that he must show in the schedule the unit prices for which he proposes to perform each item of work;that the extensions must be made by him,and if not so done,his proposal may be Schedule for Single Bid For cont 110te information coverin2 these items see plans ands)crifbr ions, Bidder's Pro osal for miWni Entire Im rovements i; Item No. Items Unit Quantity Unit Price Total 1 INLET FILTERS EACH 32, /00. o6 J7 zG� oo 2 CURED-IN-PLACE PIPE(CIPP), 12" FOOT 3,700, 06 :!�8CC� 6�j o° 3 CLASS D PATCHES,TYPE IV, 11 INCH SQ YD 550, �r a 0' -71,750, 00 4 WATER MAIN REMOVAL, 6" FOOT 25, �/ 00 B,/2ja, 00 17 V LM S IMV V , " Y 5 FRAME CLOSED LID EACH 9, pO0 ob 135,000,po 6 LINE STOPS 12" EACH 5, ;L3 000,00 /f" «0070.00 7 REMOVE AND L H WATER `S.MAIN QUALITY PIPE FOOT 35, do 3.325O I L VALVE X 6 TEE EACH 5. 7�. 000,00 � . 00 6 REMOVE FIRE HYDRANT EACH 4, 3,:500,1111 000,00 10 1"WATER SERVICE(SHORT) EACH 12. 9-110 00,60 " " 000, 00 11 6"WATER SERVICE(SHORT) EACH 1. 2-y5D006 2W YOO,00 12 EXPLORATORY EXCAVATION EACH 14„ :5-00, eb 7 000, 1�0 13 REPLACEMENT FOOT 250, db l -7�r0r 00 14 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 100. c% -Z, coo, o0 15 BRICK PAVER REMOVAL AND REPLACEMENT SQ YD 125. -� 00 3 7 00 16 IN WITH POLY THYLEN FOOT 35, db / 00 ENCASEMENT OS 07 Z3 0� 17 6"CUT AND CAP EACH 1 18 12"CUT AND CAP EACH1, 000, oo , Dao 00 19 TYPE A 5'DIAMETER TYPE 1 FRAME.CLOSED LID EACH 2, d 2 00�`00 7-Y, 000, o� 20 24"X 6" VE AND VALVE IM M71 ME EACH 1, 5,e, 000, ob may,000, n 0 TYPE A 6'DIAMETER TYPE 1 FRAME CLOSED UD 21 TEMPORARY WATER SERVICE LUMP SUM 1, Oa7 o ryl5"$ 000ao 4 6-2-7, 375; do Printed 07/29/2019 1 of 1 Robinson David Barnas Direct Line:(224)-723-8801 Email: rr1tk&�c1 r,0c�°a August 7, 2019 Project 19-R0365 ADDENDUM NO. 1 T0. ALL BIDDERS ON THE FOLLOWING PROJECT ' PROJECT: VILLAGE OF MOUNT PROSPECT NORTHWEST HIGHWAY WATER MAIN LINING-MAINTENANCE Addendum One shall consist of four(4)pages of text with revisions and clarifications to inquiries by Contractors;revised schedule of prices; and revised plan sheet 2. The Contractor shall sign the below acknowledgement as proof of receipt of this Addendum and email a signed copy to Robinson Engineering, Ltd. at along along with attaching this Addendum No.1 into the Contractor's bid documents, The Bid Documents for the above referenced project are hereby revised as follows: L General Conditions: 1, Revise the Substantial Performance;Final Completion Date,2.,c., i.,from"The contract shall be substantially performed within seventy(70)days after Notice to Proceed is effective"to"The Contract shall be substantially performed by March 15, 2020." 2. Revise the Substantial Performance; Final Completion Date, 2, c., ii., from"Final Completion shall be within thirty (30) days after Substantial Performance Date" to "Final Completion shall be performed by March 30, 2020." Bid Form: 1, Revise the third sentence of the first paragraph of page 3 from "The Contractor shall reach substantial completion within seventy(70)consecutive calendar days after the Notice to Proceed with final co!pAq lqn thlr r LIQJ.d�L thereafter" to "The Contractor shall reach substantial completion by March 15, 2020 and final completion by March 31, 2020." Contract: 1. Revise the second sentence of ARTICLE Vy-- OM C EMEN � N COMPLETION OFWORK from"The Contractor shall achieve substantial performance within seventy (70) consecutive calendar days after the Notice to Proceed has been issued with final performance thirty (30)days thereafter"to"The Contractor shall achieve substantial performance by March 15,2020 and final performance by March 31, 2020." Schedule of Prices: 1. Revise Item No, 12 from a quantity of"9" to a quantity of 12 `2. Revise the Tapping Sleeve size on Item No. 20 from 24"x 12"to 24"x 6", 3. Add Item No, 21, "Temporary Water Services", as a"Lump Sum"Quantity, 4. Revise sequential Item Numbers 11 —20. 5. Contractor must use the attached"REVISED SCHEDULE OF PRICES(BID FORM)when submitting the bid, Drawing Sheet 2: 1. Revise Item No. 12 from a quantity of"9"to a quantity of"12", 2. Add Item No, 24, "Temporary Water Services", as a"Lump Sum"Quantity, CLARIFICATIONS Question: Will the Contractor be required to conduct VOC testing of the water in the newly lined water main? Response: The Contractor will not be required to conduct VOC Testing. However, the Contractor will be required to provide manufacturer's documentation that the lining contains no VOCs, if requested. Question:Can the Village provide information of the depth to water and cover to the water main? Response: The Village does not have record drawings of the water main. To provide uniform bidding, assume the water depth to be seven (7)feet and the water main cover to be between five(5)and ten (10)feet, Question:Do the temporary water services need to be chlorinated? Response:The two-inch and six-inch temporary water service will need to be chlorinated and bacteriologically tested. The one-inch temporary water service is to be installed with the care of a permanent water service. Question:Are road plates to be installed at the end of each day while working on Northwest Highway? Response:Yes. Question:Does the Contractor need to follow the phasing requirements? Response: No,the Contractor does not need to follow the phasing requirements as long as the Village has opportunity to field test the water system and the Contractor's schedule and work demonstrate timely completion of tasks and pavement restoration, Question: Is there a lay down area and truck staging area available? Response:There is no confirmed laydown area, but there is a truck staging area available at Melas Park. Question: Does the Village have spare paver bricks? Response:The brick paver blend is no longer manufactured.The Village can let the Contractor know of availability of acceptable substitution. Question:Are the valve vaults precast? Response:The valve vaults are precast except for the following: Station 22+40—Brick Station 41+60—Unknown,covered by plate Station 47+10—Unknown,covered by plate Contractor will be allowed to keep sound precast structures in place and replace with new valve. Question:Will the Contractor be responsible to notify the public of construction? Response: The contractor will be responsible to keep the Village informed of its schedule and the Village will notify the public, Sincerely, ROBINSON ENGINEERING, LTD, 0,�o,1" '4 4 Ve,9 David Barnas Project Engineer Idb R:\2015-2019\2019\19-R0365.MP\_Bid and Contract Documents\WaterMalnLioningt\Addendum No.1.docx a 7 �g N W 2 N N O. a � i Y 3 ry a � w a�� z Village of Mount Prospect Northwest Highway Water Main Lining-Maintenance Addendum One received and acknowledged and incorporated into proposal: Signature 1A2� t WA �� mel I�Jai►.� t v►n w Print Your Name Company Name Bid Form Page 76 Upon award the contract the Village will send Notice of Award to the successful bidder, the bidder must then execute the contract and provide the required bonds or letter of credit and certificate of insurance to the Village within ten (10) days. The Village will then issue a written Notice to Proceed, which starts the performance period and the contractor then has ten (10) days to commence work. The contractor shall reach substantial completion within calendar days after the Notice to Proceed with . Failure to complete the work in the designated time frame may result in the Director of Public Works withholding compensation due the contractor for failure to complete the said work in the designated time frame, calling the bonds, or taking such other action as may be available. Security in the sum of ten (10%) percent of the amount bid in form of (check one): 10% Bid Bond Certified Check Bank Cashier's Check is attached hereto in accordance with the "Instructions for Bidders". This Bid Submittal contains the following: 1) Bid Form 2) Affidavit — Bid Certification Form 3) Bid Security 3) BID SHEET(S) — NORTHWEST HIGHWAY WATER MAIN LINING - MAINTENANCE Respectfully submitted:, Name of Firm/ 'dde°: Sherida Plumbing & Sewer Inc. By: (Sign e Title: President Date: August 12, 2019 Contact Information: Official Address: 6754 W. 74th Street Bedford Park, II. 60638 Telephone: 708-475-7100 Email: a[ohansen@spands.com ONE (1) SIGNED COPY OF THIS BID FORM AND BID SHEETS (Pages 42-53) ALONG WITH THE AFFIDAVIT— BID CERTIFCATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED ENVELOPEXILLAGE OF MOUNT PROSPECT 76 Northwest Highway Water Main Lining - Maintenance Bid Certification Form Page 2 AFFIDAVIT— BID CERTIFICATION FORM Section IV Tax Payment The undersigned further states that Sheridan Plumbing & Sewer Inc. is (Name of Company) not delinquent in payment of any taxes to the Illinois Department of Revenue, in accordance with Illinois Compiled Statues, 65 ILCS 5/11-42.1. The undersigned understands that making a false statement regarding delinquency in taxes is a Class A Misdemeanor and, in addition voids the contract and allows the municipality to recover all amounts paid to the individual or entity under the contract in civil action. Section V Sexual Harassment Rglia Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every party to a public contract must: "Have written sexual harassment policies that shall include, at a minimum, the following information: (1) the illegality of sexual harassment; (11) the definition of sexual harassment under State law; (111) a description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process including penalties; (V)the legal recourse, investigative and complaint process available through the Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how to contact the Department and Commission; and (VII) protection against retaliation as provided by Section 6-101 of the Act. (Illinois Human Rights Act)." A "public contract" includes: ...every contract to which the State, any of its political subdivisions or any municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002), The undersigned further states that Sheridan Plumbing & Sewer Inc. has (Name of Company) a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105 (A) (4). It is expressly understood the foregoing statements and representations and promises are made as a condition to the right of the bidder to receive payment under any award made under the terms and provisions of this bid. The undersigns csrt'fies that I information contained in this Affidavit is true and correct. Signed by: -- Title: President igratrre Name Printed: Beth Heal Signed ,and sworn to before me this 12th day of Aum 2019, My c missio I fres: d PATRICIA OLIVER OFFICIAL SEAL `ejovary PUb11C �: LNctary Public,State of Illinois JW d y Commit sioli FXPire M-4y 05 2021 78 Northwest Highway Water Main Lining - Maintenance Document A31OT - 2010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: SURETY: (N'mue,legal stalits and addr c x)) (,Mame,legal stains and pilticipal place t f hILThie s) United Fire&Casualty Company Sheridan Plumbing & Sewer, Inc. 118 2nd Ave. SE, PO Box 73909 This document has Important 6754 West 74th Street Cedar Rapids, IA 52401 legal consequences.Consultation Bedford Park, IL 60638 Mailing Address for Notices with an attorney is encouraged with respect to Its completion or OWNER: modification. (Xmue,legal status and addrzas) I Any singular reference to City of Mount Prospect Contractor,Surety,Owner or 50 S. Emerson St., 3rd Floor other party shall be considered plural where applicable. Mount Prospect, IL 60056 BOND AMOUNT: $ 10% Ten Percent of Amount Bid PROJECT: (.'Faire,location or address and Project number,f m{i) Northwest Highway Water Main Lining -Maintenance The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of chis Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as may be agreed to by the Ow•ncr and Contractor,and the Contractor either(l)enters into a contract with the Owner in accordance with the ternis of such bid,and gives such bond or bonds as may be specified in die bidding or Contract Documents,with a surety admitted in the,jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof;or(2)pays to the Owner the difference,not to exceed the annount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perlimn the work covered by said bid,then this obligation shall be null and void,otherwise to remain in lull lbrce and ell'ect.The Surety hereby waives any notice ol'un agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.Alaiver of notice by the SnretV shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time li)r acceptance ol'bids specified in the bid documents,and the Owroer and Contractor shall obtain the Surety's consent li)r an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the tern Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be decried to be Contractor. When this Bond has been lurnished to comply with a statutory or other legal requirement in the location or the Project,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herelrom and provisionx conii)mting to such statutory or other legal requirement shall be deen)ed incorporated herein.When so furnished,the intent is that(his Bond sliall be construed as a statutory bond and not as a Common law bond. Sighed and scaled this....,, 12th day of August, 2019 Sheridan Plumbing & Sewer, Inc. (seal) (Ii"ltreaass) B`P'*'CF1 I'Tille) TAT" � United Fire& Casual CYm.�"ar., .m'w "'��yiiliriiraerrt all Brc.,,� SLAL (rifle) Scanlon orney-Tei=" t` ` � ✓st �"rhY,)rRl% ,�),a S-0054/AS 8110 State of Illinois County of DuPa e SURETY ACKNOWLEDGEMENT (ATTORNEY-IN-FACT) I, Sherry Bacskai Notary Public of DuPage County, in the State of Illinois do hereby certify that Kevin J. Scanlon Attorney-in-Fact, of the United Fire& Casualty Company who is personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person, and acknowledged that he signed, sealed and delivered said instrument, for and on behalf of the United Fire&Casualty Company for the uses and purposes therein set forth. Given under my hand and notarial seal at my office in the � said County, this 12th day of August , 2019lip ti SHERI, Ilp �'&YP%bA7aa!@Mu'6rdNalV1'%gpU,'gp Ilyµ.d�y � �Y I IiwJ WARY PUMA Notary Public Sher Bacskai My Commission expires: October 22, 2019 uf UNITED FIRE&CASUALTY COMPANY,CEDAR RAPIDS,IA Inquiries: Surety Department UNITED FIRE&INDEMNITY COMPANY,WEBSTER,TX 118 Second Ave SE FINANCIAL PACIFIC INSURANCE COMPANY,ROCKLIN,CA Cedar Rapids,IA 52401 INSURANOM CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company—See Certification) KNOW ALL PERSONS BY THESE PRESENTS,That UNITED FIRE&CASUALTY COMPANY,a corporation duly organized and existing under the laws of the State of Iowa;UNITED FIRE&INDEMNITY COMPANY,a corporation duly organized and existing under the laws of the State of Texas;and FINANCIAL PACIFIC INSURANCE COMPANY, a corporation duly organized and existing under the laws of the State of California (herein collectively called the Companies),and having their corporate headquarters in Cedar Rapids,State of Iowa,does make,constitute and appoint Kevin J. Scanlon their true and lawful Attomey-in-Fact with power and authority hereby conferred to sign,seal and execute in its behalf all lawful bonds,undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $100,000,000.00 Surety Bond Number Bid Bond Principal: Sheridan Plumbing&Sewer, Inc. Obligee: City of Mount Prospect and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney,pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by UNITED FIRE&CASUALTY COMPANY, UNITED FIRE&INDEMNITY COMPANY,AND FINANCIAL PACIFIC INSURANCE COMPANY. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted on May 15,2013,by the Boards of Directors of UNITED FIRE & CASUALTY COMPANY, UNITED FIRE& INDEMNITY COMPANY, and FINANCIAL PACIFIC INSURANCE COMPANY. "Article VI—Surety Bonds and Undertakings" Section 2,Appointment of Attomey-in-Fact. "The President or any Vice President,or any other officer of the Companies may,from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Companies in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby,and the Corporate seal,may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby;such signature and seal, when so used,being adopted by the Companies as the original signature of such officer and the original seal of the Companies,to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys-in-fact,subject to the limitations set forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal of the Companies thereto. The President or any Vice President,the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attorney-in-fact. � yrlrreerrr��r �urciranarrNA�i WrwurCr„tyIN WITNESS WHEREOF,the COMPANIES have each caused these presents to be signed b its i r r°t a *"•sr� A” `� �` I ZP0 vice resident and its corporate seal to be hereto affixed this 19th da of December,2017 y " �� 2 P Y C'M�RTCPIRA"C'E � � CKJ9�r49:kATE �. DULY 2 SEAL ��* ° SEAL r+ 1986 UNITED FIRE&CASUALTY COMPANY rrrrrx, n:`µ .,,E* .nrrrr, 40 oil J�oNr , UNITED FIRE&INDEMNITY COMPANY FINANCIAL PACIFIC INSURANCE COMPANY BY: c State of Iowa,County of Linn,ss: 4te President On 19th day of December,2017,before me personally came Dennis J.Richmann to me known,who being by me duly sworn, did depose and say;that he resides in Cedar Rapids,State of Iowa;that he is a Vice President of UNITED FIRE&CASUALTY COMPANY,a Vice President of UNITED FIRE&INDEMNITY COMPANY,and a Vice President of FINANCIAL PACIFIC INSURANCE COMPANY the corporations described in and which executed the above instrument;that he knows the seal of said corporations;that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporations. Patti Waddell Iowa Notarial Seal . �i ���//'/! Commission number 713274 ��GG«iiWW My Commission Expires 10/2612019 Notary Public My commission expires: 10/26/2019 I, Mary A. Bertsch, Assistant Secretary of United Fire & Casualty Company and Assistant Secretary of United Fire & Indemnity Company, and Assistant Secretary of Financial Pacific Insurance Company,do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit,and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney,with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS,and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney has not been revoked and is now in full force and effect, In testimon whereof I have hereunto subscribed my name and affixed the corporate seal of the said Corporations this 12th ,day of August 2019 0��r �rr�� errwLroaLri �� �uLvz; ' B "U� SEAL "� SEAL b w „C1F6;'S�'' `M rrr koasrss tw*`` 'w."'A r stw*:,` "'r Assistant Secretary, Arl'1il4ksz�'�° lot 100 OF&C&OF&I&FPIC A/. 6754 W1. 74'x' Street Bedford Park, IL 60638 (708)475-7100 (708)475-7938 fax IL Plumbing Licen se No. 055-027841 August 12, 2019 PROJECT: Project References in regards to CIPP water main lining: Roosevelt Rd., CIPP Water main lining Owner: Village of Lombard Contact: Joe Kubinxicki , 630-203-7050 (Village of Lombard) 12,000 +/- LF of 12" l Scope: Excavation and preeration for 75 + lining pits for approx. 81, watermains. Excavate & install approx.. 0,000 LF of " HDPE temporary ley- pass. installation of 35 + fire hydrants, 16" dia. line stops, 40 + existing service connections over 4" in dia. and all associated work to re-instate lined water mains into service. PCC, HMA and landscape restoration. Wagner Rd., CIPP Water main lining Owner: Village of Glenview Contact: Jeff Yonke, (Baxter&Woodman) rox. 4,000 +/- LF of 12" & Scope: Excavation and preperation for 25 lining pits for app 81, watermains. Installation of 10 + fire hydrants, 15 existing service connections under 21' in dia. and all associated work to re-instate lined water mains into service. PCC, HMA and landscape restoration. Ogden Ave., CIPP water main lining Owner: Village of Lisle ' Contact: Ray Koenig, 515-444-3325 (Baxter &Woodman) Scope: Excavation and preperation for 35 + lining pits for approx. 5,000 +1- LF of '" & " watermains (3 locations). Installation of 1 + fire hydrants, 10 existing service connections over 41' in dia., Directionally drilling of 81, water main and all associated work to re-instate lined water mains into service. PCC, Hl'iIIA and landscape restoration. Page 1 of 1 Initials —� PAST EXPERIENCE FER-PAL has successfully completed all awarded projects as per contract specification. In addition to the rehabilitation of existing watermains using the Cured-In-Place Pipe Lining Systems, FER-PAL'S services have included Excavation; Testing, Disinfection and commissioning; installation/removal of Temporary Bypass; Hook- up of Bypass including residential and industrial large services and fire sprinkler systems; Tees, Hydrant, main- line Valves and valve box replacements, replacement of sub-standard water services; water box repair/replacement; installation of new watermain;CCTV; Cleaning of water mains; reinstatement of water mains and full restorations of sod, asphalt and concrete. All services have included the coordination and provision of utility locates; traffic control; supply and maintenance of fast fence around excavations; backfill; utility support pole/tree; dewatering; and removal and disposal of debris as required and as per contract specifications. All work has been completed while adhering to Health and Safety, Department of Transportation and Safe Drinking Water Acts and Regulations. QJ aA Your Environment, Sate Drinking Water. Our Main Concern. E' ranwWWREM IMMM R MIR " i , CLIENT LIST The attached list provides the details of all complete projects using the CIPP System. N 40O v on co a Your Environment.Safe Drinking Water. 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CASE STUDIES The attached case studies represent projects completed by FER-PAL Construction USA LLC forces. ro v W M Your environment. Safe Drinking Water.Our Main Concern. � y �i ill jf td I ✓, f y e: LOCATION PROIPTIION East Grand Rapids, Kent County, Michigan CLIENT PROJECT DESCRIPTION: The first phase of the project, City of East Grand Rapids the water main, began in July 2017 and was wrapped up by August 16th. The second phase, repaving CONTRACTOR Wealthy Street, took place in September and took Fer-Pal Construction USA LLC about a week to complete, CONTRACT VALUE The water main was fixed using a method called cured-in- $335,970 USD place piping, an innovative process that allows the city to rehab the pipe while minimizing inconvenience for PROJECT START businesses and village patrons. June, 2017 The goal was to "try to minimize the impact on the PROJECT COMPLETION business community and also for our special events. August 2017 We have a lot of special events that utilize Wealthy Street and Gaslight Village," said Doug La Fave, assistant city SCOPE manager for East Grand Rapids. 500m 15 and 25cm 100-year-old cast iron Public works professionals from Grand Rapids, Wyoming, watermain located in the Norton Shores, and Grandville visited the project site to get city's downtown core_ a better understanding of Fer-Pal's technology in late July, w ,,,,;,.. ,,, ,��, ;,';°,, '�✓' ,,;: t.�, j vi lir/ /r :rr /;��;°. a„ � „:. i' % //%/r�%/ / /i r -/ii/ii/%�;;s. i Win chi /y / FER-PAL. HELPING YOUR COMMUNITY FER-PAL has been working in the HELP YOU. background since 1,986 helping to Learn more about us provide communities like yours with and our projects at clean,water using,technologies that youtube.corn/user/ are sustainable and eco friendly ferpahnfrastructure r The Structural Pipe Lining Solution provides several benef its compared to traditional replacement services: Reduce costs l ower Engage communities iAler-,k or excoed by 30% +: n:(,nhouse gases in the process enginoering th o Provide a safe and RCICI .ec:c, Minimize impacts on c<:rf:)onor.;g ;Vi+,i i, reliable watermain impacts icy : ',1c,i(JiiIcj surrounding communities h"/ rw,'o 90"Y", repair solution k)ng trerii--hes and business � pWu» ww�r�a7.;arrvnw:m�nrN'J!Jlr"�'^�„7 www �rmw�y � � e.< '1��wSMrvN �"J �Il ^� • • �s lou e info@ferpalinfrastructure.com ferpahnfrastructure cetyl /i✓, % //r/i/i,��/Jr/// i ri%i%/i�//// ���U r, ��� llllll �V �r i II u q, Il�d s� %u OF y1 PROJECTDESCRIPTION LOCATION Huntingburg, Indiana, USA BACKGROUND: The City of Huntingburg, a small town in CLIENT southwestern Indiana, was looking for a solution to replace its City of Huntingburg 120-year-old 6-inch cast iron water main in its downtown district ENGINEER that would not involve open-cut construction, Midwestern Engineers PROJECT DESCRIPTION: The Huntingburg project represented GENERAL CONTRACTOR the first use of CIPP technology in a water distribution system in FER-PAL Infrastructure Southern Indiana. More than 1,580 ft. of 8-inch and over 940 ft. of 6-inch cast iron mains were relined, Bypassing of more than 100 lines DATE to ensure rninirnal disturbance was needed. Twenty-three inserting June 2016 valves and 31 gate valves were installed to tie the line to the distribution system, varying in size from 4 to 12 inches. New tees and sleeves for BUDGET hydrant legs were needed to connect to the existing watermains. 5694,445 USD PIPE MATERIAL Cast Iron of i PIPE SIZE » 6 inches and 8 inches PROJECT STEPS Lining, bypassing valve installation, V m hydrant leg replacement. The Structural Pipe j � Lining • • provides / totraditional replacement f II' l I Ilf Reduce costs by 30% f Lower greenhouse gases Provide a safe and reliable watermain 1 / repair solution Reduce the y carbon footprint .., by more than 90% Trenchiess Watermain Rehabilitation Engage communities 1� in the process „ , fl;. 1r 1 Meet or exceed engineering agUaplpe Minimize impacts on surrounding communities and business ni"�t9�1J7%fiNll mw " 'k� • �, To .tie Reduce infrastructure p: 734-946-2034 e: info@ferpalinfrastructure.com impacts by avoiding ferpaIirifrastructure . com long trenches v � i �/pini, a c a i LOCATION Oak Lawn, BACKGROUND: The village was Cook County, Illinois experiencing regular breaks along this CLIENT residential block. After considering open cut Village of Oak Lawn replacement and CIPP the city chose CIPP due CONTRACT VALUE to less disruption, cost, and traffic congestion. $208,000 USD PROJECT PHASES: Connect homeowners PROJECT START to bypass water, excavation, cleaning, CCTV, October, 2017 lining, pressure test, and chlorination. SCOPE The project was on 88th Place CHALLENGES: The only challenge was between Oak Park Ave and cleaning the existing pipe which had several Natoma Dr, The pipe lined was repair- bands from previous water main breaks. 360m of 15cm ductile iron. AN ///� ��, ,� „� ori r,,, r ,. �i ri ���✓/% r � .,,,,, e// <c r%,,, ,. f I�Il�il, I u'i i`y jlllliior iii ,i ,i . I l � i FER-PAL. HELPING YOUR COMMUNITY FER-PAL has been working in the HELP YOU. background since 1986 helping to Learn more about us provide communities like yours with and our projects at clean water using technologies that youtube.com/user/ 11 are sustainable and eco friendly ferpalinfrastiucture //i / t�The Structural Pipe Lining Solution provides several benefits compared • traditionalreplacement Reduce costs 1,oww Engage communities Meat. ar exceed by 30% r <eniiouse gases in the process engineering f r'�aiar,t� the Provide a safe and REQ(]LlCe Minimize impacts on rc),:yfprint reliable watermain irr'lpacl: -. by rlvcidinca surrounding communities ?:�v rqi ,re %h ?"t'i 90';, repair solution lopa<;j and business w a e: info@ferpalinfrastructure.com ferpalinfrastructure,com jai n a.�r,„��/�'�,� r/, �� �r i✓t/ i�i rr ,.i.. ,./,�/r�r l/ �/i/ ,r r�, / Jlr i r l' i' it 1, II iq I i i As infrastructure ages, water utility owners are tasked with the LOCATION replacement of waterrnains that are reaching the end of their Elmhurst, Illinois useful life While certain sections of watermain can be replaced with a common open-cut-and-replace method, others run under highways, busy streets, and rivers. Some utility owners elect to PROJECT CLIENT ignore these problematic mains while others like Illinois American Illinois American Water Company (ILAW) look to innovative technologies for a fix. Water Company As part of a long-term capital planning process and annual review, ILAW was able to proactively plan and execute on a project in TIMELINE their Chicago Metro District using an innovative technology called cured-in-place piping (CIPP). July-August 2014 ROAD TYPE Narrow rear yard easement I�111 a ill,;, POPE SIZE 6 inches TOTAL PROJECT LENGTH 11 ,�I I 2,100 feet VALUE OF PROJECT $458,000 BACKGROUND [LAW serves approximately 1.2 million people in 127 communities across Illinois. 4 Through its water treatment plants and watermains,the company delivers more than 40 billion gallons of high-quality water to its customers annually, One community in which ILAW owns and operates a water utility is in unincorporated Elmhurst,Illinois.Through their capital planning process,the company identified a section of watermain that needed to be replaced.This section of watermain was located down a rear yard easement in a townhouse development making it difficult to reach without becoming overly disruptive. As the utility owner, ILAW proactively prioritized this section of main for rehabilitation to ensure ongoing reliability of service to customers. The watermain was a six-inch cast-iron pipe that ran for 2,100 feet and had 76 residential services located along it. Due to the location along the rear yard easement, ILAW ascertained that typical open-cut replacement was r not an ideal option. ILAW senior project engineer-David Lynde_Jr.wanted to focuson minimizing the disruption that removing the fences and sidewalks above the main would cause to residents. "Open-cut replacement was not an ideal option as the property owners along the main would have been impacted greatly," Lynde said, The one technology ILAW found would best serve their customers was CIPP. By using CIPP, the main would be structurally rehabilitated and the disruption to the local neighborhood would be minimized. Finally, the IN costs associated with CIPP were more economical than other alternative or traditional solutions, ILAW had success in the past using CIPP for other d I �6i P watermain rehabilitation projects (in Des Plaines, Streator, Mt. Prospect, and South Beloit). FER-PAL Infrastructure, who had been contracted to complete the previous CIPP installations,was hired once again to complete y the Elmhurst project, The most significant challenges laid in the complexity of the neighborhood and jobsite. Due to the location of the watermain in a narrow rear yard easement, the importance of reinstating each service without backyard excavation was magnified Each service that could not be internally reinstated meant that service would have to be installed externally resulting in a large disruption to the property owner and higher cost Another issue that arose from the location of the watermain was that of the i project setup. The above ground temporary bypass water supply setup as well as the excavations proved to be quite difficult.The bypass was laid along a sidewalk corridor that ran in between the backyards of each townhouse, leaving each property connected to the bypass by a hose that ran through their backyards. The excavations had to be made in between each set of Once in place, the liner was capped off on each end and townhouses, which led to a narrow work area. The pits pressurized with hot water. This water pushed the epoxy were designed to be six by nine feet and required shoring into any void or crack along the host main while also curing to be. placed inside the pit to ensure safety. Having tight it. The epoxy then bled out through the outside liner working quarters meant that some pits had to be hand to create a bond to the host main. Fully cured after two excavated. Doing this increased the time it took to hours,the liner was then left to sit overnight the following complete the project; however,property owners were less day, crews preformed an on-site camera inspection to affected, which was an important objective of the project ensure the liner had cured properly. Once complete, the main was pressure tested to ensure it met the structural requirements required by ILAW. ® ® Following this, each service was robotically reinstated using a highlytechnical procedure where a skilled operator Following the bypass installation and excavation, the uses a robotic drill to drill through the liner and into the watermain was cleaned to prepare it for lining By using service, removing the cork. a combination of high-pressure water and mechanical Lastly, new fittings, hydrants, and valves were connected pigs, the tuberculation was removed from the main and just as if it was a full replacement. It was then chlorinated restored it to its original diameter without damaging and tested before being commissioned. the services, Following the cleaning process, FER-PAL preformed a full "We have been working hard to video inspection followed by a laser analysis and GPS/ develop technologies that allow CRYO profile of the watermain. Both of these tools were us to plug and reinstate services developed by FER-PAL in order to ensure a high quality of installation, The profiler gives an exact diameter of the at a high success rate for some time." main,which ensures the liner fits perfectly.The GPS/GYRO Blaine Preston, General Manager, tool provides an X-Y-Z coordinate for each service and FER-PAL Construction USA feature along the main along with a full elevation profile. ILAW will be able to utilize this information to enhance its GIS system asset locations thereby providing an accurate location of new infrastructure. As a final preparation to installing the CIPP liner,service line The project was successfully completed within 10 weeks. plugs were robotically inserted into each residential service In addition, FER-PAL was able to successfully reinstate 74 connection along the main By doing so,the epoxy used to services, leaving only two that needed to be externally cure the main was prevented from travelling up each service, instated. Blaine Preston, FER-PAL's general manager of resulting in a plugged service. In addition, the epoxy resin U.S.operations, chalked the company's ability to internally fills the voids around the services, ensuring there is a tight reinstate a high percentage of services to strong research bond and no water can infiltrate behind the liner. and development. "We have been working hard to Once the interior of the main was prepared,the CIPP liner develop technologies that allow us to plug and reinstate was pulled into place through rollers placed in the access services at a high success rate for some time," he said, "I pits.An epoxy resin was injected in between the two layers think this project shows that these efforts have paid off." of the liner- as it was pulled through a refrigerated truck ILAW was able deliver a service to its customers that and into place inside of the main. By doing so, it gives was cost effective but also minimized the disruption the installer more control over the product by reducing to customers. By investing in innovative infrastructure the variables created by wetting out the liner at an technologies, ILAW can ensure ongoing reliability of off-site facility. service to customers. e Structural Pipe / Lining Solution provides benefits to traditional replacement%''����% ----------------- Reduce costs by 30% lir//%%i//, /�/�/���� / r�... ✓� r ,.,. ;/r r./, r L/,..;.. ,.:. ;.9/ rr///,r,��/// //„/ ///�l (�i ( a� gases F �.e V A��o'4e ., i.., Provide a safe and //i, /r�i �,%/ tri'✓, /r '„ r o �1''Ji 1' '/ r l�;r J r% !' i r�/��/�//ir%r;%%�„/„ reliable Ovatermain / ✓./o r"�r/ �/ � / I/ „/ r/� /ark/., �/ y�r /. ,/ l,., repair solutio � d � r Mill,.. ,� i renc;hiess Watermain Rehabilitation Engage communities / in the process . Minimize impacts �w VJ M on surrounding communities and business p: 734-946-2034 e: info4ferpalinfrastructure.com s 1',�f"'Au r by ferpaIinfrastructure , com J f The City of Hastings used an innovative trenchless r / solution to structurally rehabilitate a 100-year-old � watermain that runs bel aw a r ey sew) r ste is y, 'fig,� r I Ih �1l r 'j ii�� it iij i� �I� il!il ��li � l I � �'•�.n �ih � ��I 'PROSIECT DEStRIPTION Historic riverfront communities across North America are in LOCATION need of rehabilitation to overcome the infrastructurep ga These Hastings, Minnesota communities need a cost-effective solution that will not shut down their downtown cores during construction Hastings, Minnesota PROJECT CLIENT was able to overcome these difficulties by using an innovative trenchless solution to structurally rehabilitate a 100-year-old City of Hastings watermain that runs below a busy clowntown street. TIMELINE The City of Hastings worked with the downtown property owners, its engineering consultant (SEH Inc.), a contractor (FER-PAL Start Date•• June 2014 Construction USA), and local plumbers to complete this project. The project was a success since local area businesses suffered ROAD TYPE minimal disruptions while the watermain was rehabilitated. Concrete road with interlocking brick walkways / i ,riii 6 ` er PIPE SIZE 1A 6 to 8 inches U � ' fiM Onipw � •a A PROJECT LENGTH TOTAL PRO 2,600 feet #11111,11 (W / PuNell kiu <� � VALUE OF PROJECT to w US$1 million nAstE 3d��E ML �u r W.cwq ti� z 0 o •i a OPTIONSTHE The City of Hastings wa nted to avoid disruption as much as possible because the construction was in a largely commercial area with two major events occurring "'lilp4li ( during the time period assigned for the project, The first event, Rivertown Days, took place in the downtown core in mid-July 2014 and consisted of a carnival and community events.The second,Saturday Night Cruise-In, is a city tradition where hundreds gather downtown for a bi-weekly car show. Traditional open-cut replacement was not an option as the cost was more than the municipality's budget. In addition, a large-scale disruption would have impacted these events greatly. Lastly, because of the location, local businesses would have suffered throughout the summer season, causing a ,r✓���y��/r���i///,©,�� t significant economic impact, All trenchless methods were discussed for the project; however, directional drilling pipe e bursting were not chosen due to difficulties arising from the bedrock located under the street, The city felt the best solution was u structural cured-in-place piping (CIPP). . ' t/ One major aspect of the project involved the community, Each resident and business that had a service on the watermain under repair hired a private plumber to complete a small portion of work needed in preparation for the CIPP installation, the cost of which was covered by a city-funded program. This was needed so FER-PAL could disconnect the water meters and cap the r� line so no water could flow back into the watermain during the service. (If this was to occur, it could negatively affect the CIDP lining.) In order to ensure each resident understood what work was involved and how the city would cover the cost, SEH Inc and the City of Hastings designed a communications campaign, which consisted of public meetings, a project web page, local TV ads, and an information package that was sent to property owners and local plumbers. Each plumber successfully followed the city guidelines, and each resident was reimbursed for the work, it it ,a• - n /,r ■'r • Q r •. PROCESS r With the delicate stipulations of the contract, the municipality structured the t% bidding process to ensure the contractor that won the bid held significant experience. To perform this, the City of Hastings created a qualification process to help measure the experience and ability of the contractor. For each bid, the contractor submitting the bid had to provide information on factors like personnel, schedule of work, and financial ability. Of the: two bids that were submitted, the lowest bidder was disqualified based on low scores of the contractor. Therefore, the municipality awarded the contract to the second bidder—FER-PAL Infrastructure. • . • •MA • • - • •. • "��"illy I�llOtli�a of j The construction process began by installing a temporary bypass so residents would have access to water at all times. Typically, a bypass is located on, the curb of the street next to the sidewalk. However, due to the complexity of this project, the bypass was assembled most) In alleys so storefront access would p 1 Yp Y Y remain unaffected The next step was to excavate small access pits at intersections along the middle of 2nd Street East. Shoring boxes were used to ensure it was completely / safe to perform work inside the pits, which averaged around 490 feet from each other. After the main was excavated, FER-PAL cut into the watermain and cleaned it. By usingl%%%/ Ilur, a combination of a mechanical scrapper and high-pressure flusher, FER-PAL was able to clean the tuberculation from the Inside and restore It to its original diameter, yw, I/ Following the cleaning, FER-PAL preformed a full video inspection followed by a laser analyses and GPS/GRYO profile of the watermain. Both of these tools were developed by FER-PAL to ensure a high- quality installation, The profiler gave an exact diameter of the main, which insured `The surrounding businesses A TEMPLATE FOR the liner fit perfectly, and the GPS/GYRO felt little impact and the DOWNTOWN tool provided an X-Y-Z coordinate for each municipality was able to REVITALIZATION service and feature along the main along Ultimate) this $1-million save substantial amounts Y. with a full elevation profile, of money using this project—which had both small As a final preparation to installing the CIPP carbon and physical footprints— liner, corks were inserted into each service alternative to open-cut," will facilitate the city's future along the main so the epoxy used to cure Blaine Preston, downtown revitalization efforts, the main was prevented from travelling up General Manager, known within the community as each service, resulting in a blockage. EER-PAL Construction USA the "Riverfront Renaissance." SEH Next, the CIPP liner was pulled into place using the excavation pits, which used Inc, estimates the city saved 40 a winch systern and was injected on site with the epoxy resin (this is done inside per cent of what it would have of a refrigerated truck to prevent the epoxy from curing ahead of schedule), cost to rehabilitate its downtown Once the liner was pulled into place, each end was cut and a cap was secured watermain pipe using the dig-and- on each end, Water hoses were attached to a boiler truck and secured to the replace method. In addition, FER- cap Water was than circulated through the liner at 25 PSI, which expanded the PAL estimates that by using CIPP, liner. Hot water was then used to cure the epoxy resin sitting in between the the City of Hastings reduced the layers of the liner, possible carbon footprint by 90 per cent as a substantial amount Following this, FER-PAL used a robotic drill to reinstate each service along the of digging was avoided. The Main. The drill located the previously corked service and drilled through the social impact of the project,which liner and cork.Valves and hydrants were then replaced along the watermain and sidestepped numerous potential it was fully recommissioned.The excavation pits were fully repaired to rriatch the pitfalls with local businesses and concrete road base. area stakeholders, is incalculable, • he Structural • i/ Lining Solution Y provides several l 1 benefitsto traditional replacement services ��,, Reduce costs by 30% Lower Provide a safe and reliable watermain repair solution Reduce the / carbon footprint J` y by more than 90% r Trenchless Watermain Rehabilitation Engage communities in the process €o t or exceed engineering Minimize impacts on surrounding communities and - «ua� hi� � business p: 734-946-2034 e: infoC«)ferpalinfrastructure.com infra-,,)tr4.ictt,iro inipact:s by voiding ferpaI i nfrastructure . com long +w �u � � yaw � � • '.,. � � ':• M� ,# pp i VNi •N,u I , + _ �II Iqm�luii u I iQ���ll ui II ��IIY I�� IIII II II IN I�� n "di�`Ilf�III n p "" " l r 1 ; NO LOCATION To ensure ongoing reliability of service to customers, Illinois American Water undertook an effort to replace aging watermain infrastructure. Streator, Illinois Originally installed in the mid-1970s, the existing watermain crosses PROJECT CLIENT under the Vermillion River and is a primary feed to serve the community and residents of Streator, Illinois,located on the west side of the river.The Illinois American Water Company project was prioritized due to the fact the watermain was approaching and the Streator District the end of its life cycle. TIMELINE By rehabilitating the watermain using FER-PAL's cured-in-place piping (CIPP),the client also helped to ensure the long-term structural integrity June 2015 of the main beneath the river. The project client believed the asset may have been compromised when a large section of the river's bank broke PIPE SIZE off and slid down into the river up stream of the pipe, During the CIPP 8 inches process, the watermain was cleaned, lined, and restored to make it stronger and reduce the possibility of raw river water entering the pipe. TOTAL PROJECT LENGTH One challenge the project posed was that the watermain was located 700 feet along a steep slope from the roadway to the river, and workers had to accessthe main and excavate on this slope;The watermain also contained VALUE OF PROJECT one 44-degree and four 22-degree bends, but these obstacles were $235,000 well within FER-PAL's capabilities to overcome,