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R-1794 - 03/12/2019 - WATER MAIN CONTRACT - Resolutions Exhibits
REVIEW OF CONTRACTS Awardin A ncy: TYpe of Contract; Deent: Q.St C� `` i Program/ ecount Number: Aw` d i d Contract price; Bud eted Amount: ❑ Under$20,000 Q $500,001 - $1,000,000 C3 $20,000-$500,000 Over$1,000,000 CCJ�Cq) �,�Q n1Gl t i't1'1• f DU-C'.�vLQ.t G c Name- Date: '3/--7 j q Name: Date: Z r Name: Date: u( Name: Date: 7 f Three (3) Originals signed by other party Date/Initials 13 Original provided to staff member for other party Date/Initials 19 Original provided to Official Files Date/Initials 1 Wage of pak Brook I Approved by Board of Trustees- Date/initials: 1 ffB STANDARD FORM OF AT-RISK CONSTRUCTION MANAGEMENT CONTRACT FOR DESIGNER-LED DESIGN-BUILD PROJECT OWNER: Village of Oak Brook, Illinois 1200 Oak Brook Road Oak Brook, IL 60523 CONSTRUCTION MANAGER: Burke, LLC 9575 West Higgins Road Suite 600 Rosemont, IL 60018-4920 PROJECT: 2019 Watermain Improvements Brook Forest Subdivision — Phase I CONTRACT DATE: �� .D 9 GUARANTEED MAXIMUM PRICE: $1,851,045 SUBSTANTIAL COMPLETION DATE: August 2, 2019 W:\Proposa1s\2019\0ak Brook 2019 Watertown Project Brook Forest Subdivision\Oak Brook Construction Management Contract 03012019.doc ARTICLE 1 - RELATIONSHIP OF THE PARTIES 1.1 Relationship. The Relationship between the Owner and the Construction Manager with regard to the Project shall be one of good faith and fair dealing. The Construction Manager agrees to provide the design, construction, management and administration services as set forth in greater detail below. 1.2 Engineer. The Engineer for the Project is Christopher B. Burke Engineering, Ltd., a separate company and legal entity closely affiliated with the Construction Manager. ARTICLE 2 - DEFINITIONS 2.1 Contract Documents. The Contract Documents consist of: .1 Change Orders and written amendments to this Contract signed by both the Owner and Construction Manager; .2 This Contract; .3 Surveys, geo-technical information and other information provided by the Owner and Construction Manager pursuant to this Contract; .4 The Brook Forest Subdivision plans prepared by Christopher B. Burke Engineering, Ltd dated 3/1/2019, including any Addenda thereto. In case of any inconsistency, conflict or ambiguity among the Contract Documents, the Documents shall govern in the order in which they are listed above. 2.2 Day. A"Day" shall mean one calendar day. 2.3 Hazardous Material. A Hazardous Material is any substance or material identified now or in the future as hazardous under any federal, state or local law or regulation, or any other substance or material which may be considered hazardous or otherwise subject to statutory or regulatory requirements governing handling, disposal and/or cleanup. 2.4 Owner. The Owner for the purposes of this Contract is the Village of Oak Brook, Illinois, an Illinois municipal corporation. 2.5 Subcontractor. A Subcontractor is a person or entity who has an agreement with the Construction Manager to perform any portion of the Work, and includes vendors or material suppliers but does not include the Engineer, any separate contractor employed by the Owner or any separate contractor's subcontractor. 2.5 Substantial Completion. Substantial Completion of the Work, or of a designated portion of the Work, occurs on the date when construction is sufficiently complete in accordance with the Contract 2 Documents so that the Owner can begin to occupy or utilize the Project, or the designated portion, for the use for which it is intended. 2.6 Subsubcontractor. A Subsubcontractor is a person or entity who has an agreement with a Subcontractor to perform any portion of the Subcontractor's work. 2.7 The Work. The Work consists of all of the construction, procurement and administration services to be performed by the Construction Manager and the Subcontractors under this Contract, as well as any other services which are necessary to complete the Project in accordance with and reasonably inferable from the Contract Documents. ARTICLE 3 - CONSTRUCTION MANAGER'S RESPONSIBILITIES 3.1 Commencement. The Construction Manager may commence the Work upon execution of this Contract. The parties contemplate that by mutual agreement, the Construction Manager may commence certain portions of the Work, such as procurement of long lead-time items and site preparation, prior to execution of this Contract in reliance on the Price/Schedule Guarantee. 3.2 General Requirements. The Construction Manager shall perform those portions of the Work that the Construction Manager customarily performs with its own personnel. All other portions of the Work shall be performed by Subcontractors or under other appropriate agreements with the Construction Manager. The Subcontractor selection process shall be as set forth in Article 4. The Construction Manager shall exercise reasonable skill and judgment in the performance of the Work. The Construction Manager shall give all notices and comply with all laws and ordinances legally enacted at the date of execution of this Contract which govern performance of the Work. 3.3 Schedule. The Construction Manager shall maintain in written form a schedule of the Work. The schedule shall indicate the dates for the start and completion of various stages of the construction and shall be revised as required by the conditions of the Work. The schedule may contain dates when information, decisions and approvals are required from the Owner; and both the Owner and the Construction Manager agree to use their best efforts to comply with the time requirements of the schedule. 3.4 Meetings. The Construction Manager shall schedule and conduct meetings at which the appropriate parties can discuss the status of the Work. The Construction Manager shall prepare and promptly distribute meeting minutes. 3.5 Reports. The Construction Manager shall provide monthly written reports to the Owner on the progress of the Work which shall include the current status of the Work in relation to the construction schedule as well as adjustments to the construction schedule necessary to meet the Substantial Completion date. The Construction Manager shall maintain a daily log containing a record of weather, Subcontractors working on the site, number of workers, Work accomplished, problems encountered and other similar relevant data as the Owner may reasonably require. The log shall be available to the Owner upon reasonable advance notice. 3.6 Cost Control. The Construction Manager shall develop a system of cost control for the Work, including regular monitoring of actual costs for activities and progress and estimates for uncompleted tasks and proposed changes. The Construction Manager shall identify variances between actual and estimated costs and report the variances to the Owner in the monthly written reports. 3 3.7 Safety. The Construction Manager shall take necessary precautions for the safety of its employees on the Project and shall comply with all applicable provisions of federal, state and local safety laws and regulations to prevent accidents or injuries to persons on or adjacent to the Project site. The Construction Manager, directly or through its Subcontractors, shall erect and properly maintain necessary safeguards for the protection of workers and the public. However, the Construction Manager shall not be responsible for the elimination or abatement of safety hazards created or otherwise resulting from any work at the Project site being performed by someone other than the Construction Manager, a Subcontractor or Subsubcontractor. The Engineer shall have no responsibility for safety programs or precautions in connection with the Work and shall not be in charge of or have any control over any construction means, methods, techniques, sequences or procedures. To the extent known to the Construction Manager, the Construction Manager shall inform the Owner of any safety hazards created or otherwise resulting from any work it performs on the project or work performed by someone other than the Construction Manager such as sub-contractors or sub subcontractors and observed by the Construction Manager. 3.8 Cleanup. The Construction Manager shall keep the site of the Work free from debris and waste materials resulting from the Work. At the completion of the Work, the Construction Manager or its Subcontractors shall remove from the site of the Work all construction equipment, tools, surplus materials, waste materials and debris. 3.9 Hazardous Materials. The Construction Manager shall not be obligated to commence or continue Work, until any known or suspected Hazardous Material discovered at the Project site has been removed or rendered or determined to be harmless by the Owner as certified by an independent testing laboratory and approved by the appropriate government agency. The Construction Manager shall be responsible for retaining an independent testing laboratory to determine the nature of the material encountered and whether it is a Hazardous Material. The Construction Manager shall not be required to perform any Work relating to or in the area of known or suspected Hazardous Material without written mutual agreement and shall resume Work in the area affected by any Hazardous Material only upon written agreement between the parties after the Hazardous Material has been removed or rendered harmless. If the Construction Manager incurs additional costs and/or is delayed due to the presence of known or suspected Hazardous Material, the Construction Manager shall be entitled to a Change Order equitably adjusting the Guaranteed Maximum Price and/or the date of Substantial Completion. To the fullest extent permitted by law, the Owner shall indemnify and hold harmless, regardless of fault, negligence or other liability, the Construction Manager, Engineer, all Subcontractors and Subsubcontractors, and the agents, officers, directors and employees of each of them from and against any and all claims, damages, losses, costs and expenses, whether direct, indirect or consequential, including but not limited to attorney's fees, arising out of or relating to the performance of the Work in any area affected by Hazardous Material. The terms of this indemnification shall survive completion or termination of this Contract. 3.11 Intellectual Property. The Construction Manager shall pay all royalties and license fees which may be due on the inclusion of any patented or copyrighted materials, methods or systems selected by the Construction Manager and incorporated in the Work. The Construction Manager shall defend, indemnify and hold the Owner harmless from all suits or claims for infringement of any patent rights or copyrights arising out of such selection. 3.12 Completion. At or promptly after the date of Substantial Completion, the Construction Manager shall secure required certificates of inspection, testing or approval and deliver them to the Owner; collect all 4 written warranties and equipment manuals and deliver them to the Owner; with the assistance of the Owner's maintenance personnel, direct the checkout of utilities and operations of systems and equipment for readiness, and assist in their initial start-up and testing; provide the Owner with a set of record drawings which the Construction Manager shall have maintained throughout the Project; and prepare and forward to the Owner a punch list of items of Work yet to be completed. Nothing herein shall relieve the Construction Manager from its obligation to achieve final completion. 3.13 Indemnification. To the fullest extent permitted by law, the Construction Manager shall indemnify and hold harmless the Owner and its officers, officials, and employees ("Indemnitees"), from and against all liabilities, damages, losses and expenses, which the Indemnitees are liable for to third parties arising out of or resulting from the performance of the Construction Manager's professional services, provided that any such liability, damage, or loss (i) is attributable to bodily injury, sickness, disease or death, or injury to or destruction of tangible property, other than the work itself, including the loss of use resulting therefrom and (ii) and such indemnification is only to the extent such liability, damages, or losses are caused by any wrongful or negligent act or omission of the Construction Manager, any Subconsultants, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable in the rendering of professional services under this Agreement, except to the extent it is caused by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in this Paragraph. The Construction Manager shall similarly indemnify and hold harmless the Indemnitees against and from any and all liabilities, losses or damages for which Indemnitees are found liable to third parties to the extent such liabilities, losses or damages result from the Construction Manager's breach of the standard of care in the performance of its obligations under this Contract. 3.14 Overtime Work. Construction Manager shall pay and require every Subcontractor to pay prevailing wages as established by the Illinois Department of Labor for each craft or type of work needed to execute the contract in accordance with 820 ILCS 130/.01 et seq. Construction Manager shall prominently post the current schedule of prevailing wages at the Contract site and shall notify immediately in writing all of its Subcontractors, of all changes in the schedule of prevailing wages. Any increases in costs to Construction Manager due to changes in the prevailing rate of wage during the terms of any contract shall be at the expense of Construction Manager and not at the expense of the Owner. The change order shall be computed using the prevailing wage rates applicable at the time the change order work is scheduled to be performed. Construction Manager shall be solely responsible to maintain accurate records as required by the prevailing wage statute and to obtain and furnish all such certified records to Owner as required by Statute. Construction Manager shall be solely liable for paying the difference between prevailing wages and any wages actually received by laborers, workmen and/or mechanics engaged in the Work and in every way defend and indemnify Owner against any claims arising under or related to the payment of wages in accordance with the Prevailing Wage Act. The Illinois Department of Labor publishes the prevailing wage rates on its website at: The Department revises the prevailing wage rates and the Construction Manager, Subcontractor and Subsubcontractors have an obligation to check the Department's web site for revisions: https://www.illinois.gov/idol/Laws- Rules/CONMED/Pages/Rates.aspx 3.15 Selection of Labor. The Construction Manager shall comply with all Illinois statues pertaining to the selection of labor. 3.16 Employment of Illinois Workers During Periods of Excessive Unemployment. Whenever there is a period of excessive unemployment in Illinois, which is defined herein as any month immediately following two consecutive calendar months during which the level of unemployment in the State of 5 Illinois has exceeded five percent as measured by the United States Bureau of Labor Statistics in its monthly publication of employment and unemployment figures, the Construction Manager shall employ only Illinois laborers. "Illinois laborer" means any person who has resided in Illinois for at least 30 days and intends to become or remain an Illinois resident. Other laborers may be used when Illinois laborers as defined herein are not available or are incapable of performing the particular type of work involved, if so certified by the Construction Manager and approved by the Owner. The Construction Manager may place no more than three of his regularly employed non-resident executive and technical experts, who do not qualify as Illinois laborers, to do work encompassed by this Contract during a period of excessive unemployment. This provision applies to all labor, whether skilled, semi-skilled or unskilled, whether manual or non- manual. 3.17 Equal Employment Opportunity. During the performance of this Contract, the Construction Manager agrees as follows: .1 That it will not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, ancestry, age, marital status, physical or mental handicap or unfavorable discharge from military service, and further that it will examine all job classifications to determine if minority persons or women are underutilized and will take appropriate affirmative action to rectify any such underutilization. .2 That, if it hires additional employees in order to perform this Contract or any portion hereof, it will determine the availability of minorities and women in the area(s) from which it may reasonably recruit, and it will hire for each job classification for which employees are hired in such a way that minorities and women are not underutilized. .3 That, in all solicitations or advertisements for employees placed by it or on its behalf, it will state that all applicants will be afforded equal opportunity without discrimination because of race, color, religion, sex, national origin, ancestry, age, martial status, physical or mental handicap or unfavorable discharge from military service. .4 That it will send to each labor organization or representative of workers with which it has or is bound by collective bargaining or other agreement or understanding, a notice advising such labor organization or representative of the Construction Manager's obligations under the Illinois Human Rights Act and the Owner's Rules and Regulations. If any such labor organization or representative fails or refuses to cooperate with the Construction Manager in its efforts to comply with such Act and Rules and Regulations, the Construction Manager will promptly notify the Illinois Department of Human Rights and the Owner and will recruit employees from other sources when necessary to fulfill its obligations thereunder. .5 That it will submit reports as required by the Owner of Human Rights Rules and Regulations, furnish all relevant information as may from time to time be requested by the Owner or the contracting agency, and in all respects comply with the Illinois Human Rights Act and the Owner's Rules and Regulations. .6 That it will permit access to all relevant books, records, accounts and work sites by personnel of the contracting agency Illinois Department of Human Rights for purposes of investigation to 6 ascertain compliance with the Illinois Human Rights Act and the Department's Rules and Regulations. .7 That it will include verbatim or by reference the provisions of this clause in every subcontract so that such provisions will be binding upon every such subcontractor. In the same manner as with other provisions of this Contract, the Construction Manager will be liable for compliance with applicable provisions of this clause by all its subcontractors; and further it will promptly notify the Owner and the Illinois Department of Human Rights in the event any subcontractor fails or refuses to comply therewith. In addition, the Construction Manager will not utilize any subcontractor declared by the Owner to have failed to comply with this Equal Employment Opportunity provision. 3.18 Sexual Harassment Policy. The Construction Manager shall have in place and shall enforce a written sexual harassment policy in compliance with 775 ILCS 5/2-105(A)(4). 3.19 Veterans Preference Act. The Construction Manager shall comply with all laws relating to the employment preference to veterans in accordance with the Veterans Preference Act (330 ILCS 55/0.01 et seq.). 3.20 Wages of Employees on Public Works. This Contract is subject to the Prevailing Wage Act (820 ILCS 130/0.01 et seq.), as amended. 3.21 Confidentiality of Information.Any documents, data, records, or other information relating to the project and all information secured by the Construction Manager from the Owner in connection with the performance of services, unless in the public domain, shall be kept confidential by the Construction Manager and shall not be made available to third parties without written consent of the Owner, unless so required by court order. 3.22 Steel Procurement. The steel products, as defined in section 3 of the Steel Products Procurement Act (30 ILCS 565/3) used or supplied in the performance of this Contract or any subcontract shall be manufactured or produced in the United States unless the Owner certifies in writing that (a) the specified products are not manufactured or produced in the United States in sufficient quantities to meet the Owner's requirements or cannot be manufactured or produced in the United States within the necessary time in sufficient quantities to meet the Owner's requirements; or (b) obtaining the specified products, manufactured or produced in the United States would increase the cost of the Contract by more than 10%, or the application of the Steel Products Procurement Act (30 ILCS 565/1 et seq.) is not in the public interest. 3.23 Certifications. .1 Illinois Taxes. The Construction Manager shall certify that its members holding more than five percent (5%) of the outstanding membership interest of the limited liability company, its officers and managers are, not delinquent in the payment of taxes to the Illinois Department of Revenue in accordance with 65 ILCS 5/11-42.1-1. .2 Bid Rigging. The Construction Manager shall certify that its members holding more than five percent (5%) of the outstanding membership interest of the limited liability company, its officers and managers have not been barred from contracting with a unit of state or local government as a result of a violation of Section 33E-3 or 33E-4 of the Criminal Code of 1961. 7 .3 Drug-free Workplace. The Construction Manager shall certify that it will provide a drug-free workplace by: .1 Publishing a statement: .1 Notifying employees that the unlawful manufacture, distribution, dispensation, possession, or use of a controlled substance, including cannabis, is prohibited in the Construction Manager's workplace; .2 Specifying the actions that will be taken against employees for violations of such prohibition; .3 Notifying the employee that, as a condition of employment on such contract, the employee will: .1 abide by the terms of the statement; and .2 notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five (5) days after such conviction; .2 Establishing a drug-free awareness program to inform employees about: .1 the dangers of drug abuse in the workplace; .2 the Construction Manager's policy of maintaining a drug-free workplace; .3 any available drug counseling, rehabilitation, and employee assistance program; and .4 the penalties that may be imposed upon employees for drug violations; .3 Making it a requirement to give a copy of the statement required by subparagraph 3.23.3.1 to each employee engaged in the performance of the Contract and to post the statement in a prominent place in the workplace; .4 Notifying the Owner within ten (10) days after receiving notice under subparagraph 3.23.3.1.3.2 from an employee or otherwise receiving actual notice of such conviction; .5 Imposing a sanction on or requiring the satisfactory participation in a drug abuse assistance or rehabilitation program by any employee who is so convicted, as required by 30 ILCS 580/5; 8 .6 Assisting employees in selecting a course of action in the event drug counseling treatment and rehabilitation is required and indicating that a trained referral team is in place; .7 Making a good faith effort to continue to maintain a drug-free workplace through implementation of this section. .4 Educational Loan. The Construction Manager shall certify that its members holding more than five percent (5%) of the outstanding membership interest of the limited liability company, its officers and managers are, not in default, as defined in 51LCS 385/2, on an educational loan, as defined in 5 ILCS 385/1. .5 Human Rights Number. The Construction Manger shall certify that at the time the Construction Manager was awarded this Contract, the Construction Manager had an Illinois Department of Human Rights pre-qualification number or had a properly completed application for same on file with the Illinois Department of Human Rights, as provided for in 44 Illinois Administrative Code 750.210. ARTICLE 4 - SUBCONTRACTS 4.1 General. Work not performed by the Construction Manager with its own forces shall be performed by Subcontractors or Subsubcontractors. The Construction Manager shall be responsible for management of the Subcontractors in the performance of their Work. This Contract is subject to the Prevailing Wage Act (820 ILCS 130/0.01 et seq.), as amended. 4.2 Selection. The Construction Manager shall subcontract with Subcontractors and with suppliers of materials or equipment fabricated to a special design for the Work and, shall manage the delivery of the work to the Owner. The Owner may designate specific persons or entities from whom the Construction Manager shall subcontract. However, the Owner may not prohibit the Construction Manager from subcontracting with other qualified bidders. .1 If the Construction Manager recommends to the Owner the acceptance of a particular subcontractor who is qualified to perform that portion of the Work and has submitted a price which conforms to the requirements of the Contract Documents without reservations or exceptions, and the Owner requires that a different price be accepted, then a Change Order shall be issued adjusting the Contract Time and the Guaranteed Maximum Price by the difference between the price of the subcontract recommended by the Construction Manager and the subcontract that the Owner has required be accepted. .2 The Construction Manager shall not be required to contract with anyone to whom the Construction Manager has a reasonable objection. 4.3 Assignment. The Construction Manager shall provide for assignment of Subcontract Agreements in the event that the Owner terminates this Contract for cause. Following such termination, the Owner shall notify in writing those Subcontractors whose assignments will be accepted, subject to the rights of sureties, if any. 9 4.4.1 Subcontracts. The Construction Manager shall prepare all Subcontracts and shall have full discretion to negotiate their terms, subject to the Owner's reasonable requirements or objections as to form and content. 4.5 Foreign Corporation. Foreign (non-Illinois) corporations shall procure from the Illinois Secretary of State a certificate of authority to transact business in Illinois in accordance with 805 ILCS 5/13. ARTICLE 5 - CONSTRUCTION MANAGER'S WARRANTIES 5.1 One-Year Warranty. The Construction Manager warrants that all materials and equipment furnished under this Contract will be new unless otherwise specified, of good quality, in conformance with the Contract Documents, and free from defective workmanship and materials; and the Construction Manager agrees to correct all construction performed under this Contract which proves to be defective in workmanship or materials. These warranties shall commence on the date of Substantial Completion of the Work or of a designated portion thereof and shall continue for a period of one year therefrom or for such longer periods of time as may be set forth with respect to specific warranties required by the Contract Documents. 5.2 Materials Specified By Owner. The products, equipment, systems or materials incorporated in the Work at the direction or upon the specific request of the Owner shall be covered exclusively by the warranty of the manufacturer and are not otherwise warranted under this Contract. 5.3 Other Warranties. ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, ARE EXPRESSLY DISCLAIMED. ARTICLE 6 - OWNER'S RESPONSIBILITIES 6.1 Information and Services. The Owner shall provide: .1 All necessary information describing the physical characteristics of the site, including surveys, site evaluations, legal descriptions, existing conditions, subsurface and environmental studies, reports and investigations; .2 Inspection and testing services during construction as required by the law or as mutually agreed; .3 Any necessary approvals, rezoning, easements and assessments, permits, fees and charges required for the construction, use, occupancy or renovation of permanent structures, including any legal and other required services; and .4 Any other information or services stated in the Contract Documents as being provided by the Owner. 6.2 Reliance. The Construction Manager shall be entitled to rely on the completeness and accuracy of the information and services required by paragraph 6.1 above, and the Owner agrees to provide such information and services in a timely manner so as not to delay the Work. However, Construction 10 Manager waives all rights under the Public Construction Contract Act and agrees not to stop the work in the event of any differing site conditions. 6.3 Notice of Defect. If the Owner becomes aware of any error, omission or other inadequacy in the Contract Documents or of the Construction Manager's failure to meet any of the requirements of the Contract Documents, or of any other fault or defect in the Work, the Owner shall give prompt written notice to the Construction Manager; however, the Owner's failure to provide notice shall not relieve the Construction Manager of its obligations under this Contract. 6.4 Communications. The Owner shall communicate with the Subcontractors and Subsubcontractors only through the Construction Manager. The Owner shall have no contractual obligations to any Subcontractors or Subsubcontractors. 6.5 Owner's Representative. The Owner's Representative for this Project is Owner's Village Manager, who shall be fully acquainted with the Project; shall be the conduit by which the Owner furnishes the information and services required of the Owner; and shall have authority to bind the Owner in all matters requiring the Owner's approval, authorization or written notice, provided, however, that the Village Manager shall not have authority to increase the Contract Price by more than $10,000.00 nor to extend the Contract Time. Authority to increase the Contract Price by more than $10,000.00 or to extend the Contract Time may only be exercised by written Change Order signed by the Owner's Village President and authorized by a due and proper vote of the Owner's Board of Trustees. If the Owner changes its representative, the Owner shall notify the Construction Manager in advance in writing. ARTICLE 7 - CONTRACT TIME 7.1 Execution Date. The parties contemplate that this Contract will be fully executed on or before March 15, 2019. A delay in the Owner's execution of this Contract which postpones the commencement of the Work may require a Change Order equitably adjusting the date of Substantial Completion. 7.2 Substantial Completion. The date of Substantial Completion of the Work shall be the completion date identified on the first page of this Contract, as adjusted in accordance with the provisions of this Contract. Time shall be of the essence of this Contract. Unless temperatures allow due to unseasonable weather, some or all of the landscape restoration will be delayed until after September 1. 7.3.1 Delays. If causes beyond the Construction Manager's control delay the progress of the Work, then the Contract Price and/or the date of Substantial Completion shall be modified by Change Order as appropriate. Such causes shall include but not be limited to: delay in receiving necessary permits from DuPage County Division of Transportation or Illinois Environmental Protection Agency, changes ordered in the Work, acts or omissions of the Owner or separate contractors employed by the Owner, the Owner's preventing the Construction Manager from performing the Work pending dispute resolution, Hazardous Materials, differing site conditions, adverse weather conditions not reasonably anticipated, fire, unusual transportation delays, labor disputes, or unavoidable accidents or circumstances. In the event that delays to the Project are encountered for any reason, the Owner and the Construction Manager both agree to undertake reasonable steps to mitigate the effect of such delays. 7.3.2 Inclement Weather. The Contract Time shall not be extended due to normal inclement weather. Unless the Construction Manager can substantiate to the satisfaction of the Owner that there was greater than 11 normal inclement weather considering the full term of the Contract Time and using the most recent ten- year average of accumulated record mean values from climatological data complied by the United States Department of Commerce National Oceanic and Atmospheric Administration for the locale of the project and that such alleged greater than normal inclement weather actually delayed the Work or portions thereof which had an adverse material effect on the Contract Time, the Construction Manager shall not be entitled to an extension of the Contract Time. If the total accumulated number of calendar days lost due to inclement weather from the start of work until substantial completion exceeds the total accumulated number to be expected for the same time period from the aforesaid data and the Owner grants the Construction Manager an extension of time, the Contract Time shall be extended by the appropriate number of calendar days. 7.5 Responsibility for Completion. The Construction Manager, through its Subcontracts shall furnish such employees, materials and equipment as may be necessary to ensure the prosecution and completion of the Work in accordance with the construction schedule. If the Work is not being performed in accordance with the construction schedule and its becomes apparent from the schedule that the Work will not be completed with the Contract Time, the Construction Manager shall, as necessary to improve the progress of the Work, take some or all of the following actions, at no additional cost to the Owner: .1 Increase the number of workers in such crafts as necessary to regain the lost progress; .2 Increase the number of working hours per shift, shifts per working day, working days per week, the amount of equipment or any combination of the foregoing to regain the lost progress. In addition, the Owner may require the Construction Manager to prepare and submit a recovery schedule demonstrating the Construction Manager's plan to regain the lost progress and to ensure completion within the Contract Time. If the Owner finds the proposed recovery plan is not satisfactory, the Owner may require the Construction Manager to undertake any of the actions set forth in this paragraph 7.5, without additional cost to the Owner. 7.6 Failure to Prosecute the Work. The failure of the Construction Manager to substantially comply with the requirements of paragraph 7.5 may be considered grounds for a determination by the Owner, that the Construction Manager has failed to prosecute the Work with such diligence to ensure completion of the Work within the Contract Time and that pursuant to paragraph 11.2 that the Construction Manager has materially breached this Contract. ARTICLE 8 - PAYMENT Guaranteed Maximum Price. The sum of the Cost of Work and the Construction Manager's Fee including professional services is guaranteed by the Construction Manager not to exceed the price listed on page 1, subject to additions and deductions by Change Order as provided in the Contract Documents. Such maximum sum is referred to in the Contract Documents as the Guaranteed Maximum Price. The Construction Manager's Fee including professional fees, general conditions, insurance, overhead and profit is identified on Exhibit A - Summary Schedule of Values. The Construction Manager's Fee shall be increased proportionally with the Cost of Work for any Change Orders in accordance with this Contract. The Construction Manager's Fee will not be reduced as the result of a Change Order. In the event the Cost of Work plus the Construction Manager's Fee including professional services shall total less than the Guaranteed Maximum Price as adjusted by Change Orders, the resulting savings shall be shared equally between the Owner and the Construction Manager, and the Owner shall make payment of the Construction Manager's portion upon Final Completion of the Work. In the event that the Cost of Work plus the Construction Manager's Fee including professional services exceeds the Guaranteed 12 Maximum Price as adjusted by Change Orders, then the Owner shall pay no more than the Guaranteed Maximum Price as adjusted by Change Orders. Costs which would cause the Guaranteed Maximum Price to be exceeded shall be paid by the Construction Manager without reimbursement by the Owner. 1. The Guaranteed Maximum Price is based on the following scope of work as depicted in the 2019 Watermain Improvements Brook Forest Subdivision plan set dated 3/1/2019. 2. Unit prices used for the actual work will be determined by the bidding process identified in Article 4 of this Agreement. 3. Assumptions on which the Guaranteed Maximum Price are based, are as follows: .1 Hazardous materials are not present at the site. .2 Reasonable time has been allotted for acquiring permits from involved agencies. Durations to acquire permits are beyond the Contractor's control. .4 To the extent that the Drawings and Specifications are anticipated to require further development by the Engineer, the Construction Manager has provided in the Guaranteed Maximum Price for such further development consistent with the Contract Documents and reasonably inferable therefrom. However, such further development does not include such things as changes in scope, systems, kinds and quality of materials, finishes or equipment, all of which, if required, shall be incorporated by Change Order. 8.2 Compensation. The Guaranteed Maximum Price is the sum of the Cost of the Work plus the Construction Manager's Fee as identified in this Contract, subject to adjustment in accordance with the provisions of this Contract. 8.3 Progress Payments. Prior to submitting the first Application for Payment, the Construction Manager shall provide a Schedule of Values reasonably satisfactory to the Owner consisting of a breakdown of the Contract Price by trade or appropriate category. On or before the fifteenth day of each month after the Work has been commenced, the Construction Manager shall submit to the Owner an Application for Payment in accordance with the Schedule of Values based upon the Work completed and materials stored on the site or at other locations approved by the Owner. Within thirty (30) days after receipt of each monthly Application for Payment, the Owner shall approve or disapprove the Application for Payment. When safety or quality assurance testing is necessary before consideration of the Application for Payment, and such testing cannot be completed within thirty (30) days after receipt of the Application for Payment, approval or disapproval of the Application for Payment shall be made upon completion of the testing or within sixty (60) days after receipt of the Application for Payment, whichever occurs first. If an Application for Payment is disapproved, the Owner shall notify the Construction Manager in writing. If an Application for Payment is approved, the Owner shall pay directly to the Construction Manager the appropriate amount for which Application for Payment was made, less amounts previously paid by the Owner within thirty (30) days after approval. The Owner's progress payment, occupancy or use of the Project, whether in whole or in part, shall not be deemed to be an acceptance of any Work not conforming to the requirements of the Contract Documents. .1 With each Application for Payment the Construction Manager shall submit payrolls, petty cash accounts, receipted invoices or invoices with check vouchers attached, and any other evidence reasonably required by the Owner to demonstrate that cash disbursements or obligations 13 already made or incurred by the Construction Manager on account of the Work equal or exceed (1) progress payments already received by the Construction Manager less (2) that portion of those payments attributable to the Construction Manager's Fee plus (3) payrolls and other costs for the period covered by the present Application for Payment. .2 Each Application for Payment shall be based upon the most recent Schedule of Values submitted by the Construction Manager in accordance with the Contract Documents. The Schedule of Values shall allocate the entire Guaranteed Maximum Price among the various portions of the Work, except that the Construction Manager's Fee shall be shown as a single separate item. The Schedule of Values shall be prepared in such form and supported by such data to substantiate its accuracy as the Owner may reasonably require and shall be used as a basis for reviewing the Construction Manager's Applications for Payment. .3 Applications for Payment shall show the percentage completion of each portion of the Work as of the end of the period covered by the Application for Payment. The percentage completion shall be the lesser of (1) the percentage of that portion of the Work which has actually been completed or (2) the percentage obtained by dividing (a) the expense which has actually been incurred by the Construction Manager on account of that portion of the Work for which the Construction Manager has made or intends to make actual payment prior to the next Application for Payment by (b) the share of the Guaranteed Maximum Price allocated to that portion of the Work in the schedule of values. .4 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Guaranteed Maximum Price properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Guaranteed Maximum Price allocated to that portion of the Work in the schedule of values. Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included, even though the Guaranteed Maximum Price has not yet been adjusted by Change Order. .2 Add that portion of the Guaranteed Maximum Price properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing. .3 Add the Construction Manager's Fee. The Construction Manager's Fee shall be computed upon the Cost of the Work described in the two preceding Clauses at the rate stated in paragraph 8.2 or, if the Construction Manager's Fee is stated as a fixed sum in that paragraph, shall be an amount which bears the same ratio to that fixed sum Fee as the Cost of the Work in the two preceding Clauses bears to a reasonable estimate of the probable Cost of the Work upon its completion. .4 Subtract the aggregate of previous payments made by the Owner. .5 Except with the Owner's prior approval, payments to Subcontractors shall be subject to retention of not less than five percent (5%). The Owner and the Construction Manager shall agree upon a mutually acceptable procedure for review and approval of payments and retention for subcontracts. 14 .6 Except with the Owner's prior approval, the Construction Manager shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. 8.4 Progress Payment Documentation. The Construction Manager shall supply and each Application for Payment shall be accompanied by the following, all in form and substance satisfactory to the Owner: (A) a duly executed and acknowledged sworn statement showing all Subcontractors with whom the Construction Manager has entered into subcontracts, the amount of each such subcontract, the amount requested for any Subcontractor in the requested progress payment and the amount to be paid to the Construction Manager from such progress payment, together with similar sworn statements from all Subcontractors and, where appropriate, from sub-Subcontractors; (B) duly executed waivers of mechanics' and materialmen's liens of the money due or to become due herein, establishing payment to the Subcontractor or material supplier of all such obligations to cover the full amount of the Application for Payment from each and every Subcontractor and suppliers of material or labor to release the Owner of any claim to a mechanic's lien, which they or any of them may have under the mechanic's lien laws of Illinois. Any payments made by the Owner without requiring strict compliance to the terms of this paragraph shall not be construed as a waiver by the Owner of the right to insist upon strict compliance with the terms of this approach as a condition of later payments. The Construction Manager shall indemnify and save the Owner harmless from all claims of Subcontractors, laborers, workmen, mechanics, material men and furnishers of machinery and parts thereof, equipment, tools and all supplies incurred in the furtherance of the performance of the Work; (C) sworn statements or lien waivers supporting the Application for Payment submitted late by the Construction Manager to the Owner will result in the Application for Payment not being processed until the following month. 8.5 Late Payments. Payments shall be made in accordance with the Local Government Prompt Payment Act (50 ILCS 505/1 et. seq.) 8.6 Title. The Construction Manager warrants and guarantees that title to all Work, materials and equipment covered by an Application for Payment, whether incorporated in the Project or not, will pass to the Owner free and clear of all liens, claims, security interests or encumbrances upon receipt of such payment by the Construction Manager. 8.7 Final Payment. Final Payment shall be due and payable when the Work is fully completed. Before issuance of any final payment, the Owner may request satisfactory evidence that all payrolls, materials bills and other indebtedness connected with the Work have been or will be paid or otherwise satisfied. In accepting final payment, the Construction Manager waives all claims except those previously made in writing and which remain unsettled. In making final payment, the Owner waives all claims except for outstanding liens, improper workmanship or defective materials appearing within one year after the date of Substantial Completion, and terms of any special warranties required by the Contract Documents. .1 The amount of the final payment shall be calculated as follows: 15 1 Take the sum of the Cost of the Work substantiated by the Construction Manager's final accounting and the Construction Manager's Fee, but not more than the Guaranteed Maximum Price. .2 Subtract the aggregate of previous payments made by the Owner. If the aggregate of previous payments made by the Owner exceeds the amount due the Construction Manager, the Construction Manager shall reimburse the difference to the Owner. .2 The Owner's accountants will review and report in writing on the Construction Manager's final accounting within 30 days after delivery of the final accounting to the Owner by the Construction Manager. Based upon such Cost of the Work as the Owner's accountants report to be substantiated by the Construction Manager's final accounting, the Owner will, within seven (7) days after receipt of the written report of the Owner's accountants, either make final payment as requested to the Construction Manager, or notify the Construction Manager in writing of the Owner's reasons for withholding part or all of the requested final payment. .3 If, subsequent to final payment and at the Owner's request, the Construction Manager incurs costs described in Paragraph 8.7 and not excluded by Paragraph 8.8 (1) to correct nonconforming Work, or (2) arising from the resolution of disputes, the Owner shall reimburse the Construction Manager such costs and the Construction Manager's Fee, if any, related thereto on the same basis as if such costs had been incurred prior to final payment, but not in excess of the Guaranteed Maximum Price. If the Construction Manager has participated in savings, the amount of such savings shall be recalculated and appropriate credit given to the Owner in determining the net amount to be paid by the Owner to the Construction Manager. 8.8 Cost of the Work. The term "Cost of the Work" shall mean costs incurred by the Construction Manager in the proper performance of the Work. The Cost of the Work shall be the sum of the Construction Manager's subcontracts identified in the Schedule of Values. The Cost of the Work shall include the items set forth below. .1 Labor costs. .1 Wages of construction workers directly employed by the Construction Manager to perform the construction of the Work at the site or, with the Owner's agreement, at off- site locations. .2 Wages or salaries of the Construction Manager's supervisory and administrative personnel when engaged in performance of the Work. .3 Wages and salaries of the Construction Manager's supervisory or administrative personnel engaged, at factories, workshops or on the road, in expediting the production or transportation of materials or equipment required for the Work. .4 Costs paid or incurred by the Construction Manager for taxes, insurance, contributions, assessments and benefits required by law or collective bargaining agreements, and, for personnel not covered by such agreements, customary benefits such as sick leave, medical and health benefits, holidays, vacations and pensions, provided that such costs are based on wages and salaries included in the Cost of the Work. 16 .2 Subcontract costs. Payments made by the Construction Manager to Subcontractors in accordance with the requirements of the subcontracts. .3 Costs of materials and equipment incorporated in the completed construction. 1 Costs, including transportation, of materials and equipment incorporated or to be incorporated in the completed construction. .2 Costs of materials described above in excess of those actually installed but required to provide reasonable allowance for waste and for spoilage. Unused excess materials, if any, shall be handed over to the Owner at the completion of the Work or, at the Owner's option, shall be sold by the Construction Manager, with the amounts realized, if any, from such sales credited to the Owner as a deduction from the Cost of the Work. .4 Costs of other materials and equipment temporary facilities and related items. 1 Costs, including transportation, installation, maintenance, dismantling and removal of materials, supplies, temporary facilities, machinery, equipment, and hand tools not customarily owned by the construction workers, which are provided by the Construction Manager at the site and fully consumed in the performance of the Work, and cost less salvage value on such items if not fully consumed, whether sold to others or retained by the Construction Manager. .2 Rental charges for temporary facilities, machinery, equipment, and hand tools not customarily owned by the construction workers, which are provided by the Construction Manager at the site, whether rented from the Construction Manager or others, and costs of transportation, installation, minor repairs and replacements, dismantling and removal thereof. .3 Costs of removal of debris from the site. .5 Miscellaneous costs. 1 That portion directly attributable to this Contract of premiums for insurance and bonds. .2 Sales, use or similar taxes imposed by a governmental authority which are related to the Work and for which the Construction Manager is liable. .3 Fees and assessments for the building permit and for other permits, licenses and inspections for which the Construction Manager has paid or is required by the Contract Documents to pay. .4 Fees of testing laboratories for tests required by the Contract Documents or advisable in the Construction Manager's discretion. .5 Expenses and time incurred investigating potential changes in the Work. .6 Deposits lost for causes other than the Construction Manager's negligence or failure to fulfill a specific responsibility to the Owner set forth in this Agreement. 17 .7 Legal, mediation and arbitration costs, other than those arising from disputes between the Owner and Construction Manager, reasonably incurred by the Construction Manager in the performance of the Work. .6 Other costs. Other costs incurred in the performance of the Work. .7 Emergencies and repairs to damaged or nonconforming work. .1 Costs incurred in taking action to prevent threatened damage, injury or loss in case of an emergency affecting the safety of persons and property. .2 Costs incurred in repairing or correcting damaged or nonconforming Work executed by the Construction Manager or the Construction Manager's Subcontractors or suppliers. 8.9 Non-Reimbursable Costs. The Cost of the Work shall not include any of the following. .1 The Cost of the Work shall not include: .1 Salaries and other compensation of the Construction Manager's personnel stationed at the Construction Manager's principal office or offices other than the site office, except as specifically provided in paragraph 8.7.1, unless such personnel are directly engaged in the performance of the Work. .2 Expenses of the Construction Manager's principal office and offices other than the site office, except as specifically provided in Paragraph 8.7. .3 Overhead and general expenses, except as may be expressly included in Paragraph 8.7. .4 The Construction Manager's capital expenses, including interest on the Construction Manager's capital employed for the Work. .5 The Construction Manager's Fee. .6 The payment of Retailers' Occupation Tax, the Service Occupation Tax (both state and local), the Use Tax and the Service Use Tax in Illinois from which the Owner as a unit of local government is exempt. .7 Costs which would cause the Guaranteed Maximum Price to be exceeded. .2 Cash discounts obtained on payments made by the Construction Manager shall accrue to the Owner if (1) before making the payment, the Construction Manager included them in an Application for Payment and received payment therefor from the Owner, or (2) the Owner has deposited funds with the Construction Manager with which to make payments; otherwise, cash discounts shall accrue to the Construction Manager. Trade discounts, rebates, refunds and amounts received from sales of surplus materials and equipment shall accrue to the Owner, and the Construction Manager shall make provisions so that they can be secured. Amounts which accrue to the Owner shall be credited to the Owner as a deduction from the Cost of the Work. 18 8.10 Accounting Records. The Construction Manager shall keep full and detailed accounts and exercise such controls as may be necessary for proper financial management under this Contract. The accounting and control systems shall be reasonably satisfactory to the Owner. The Owner and the Owner's accountants shall be afforded access to the Construction Manager's records, books, correspondence, instructions, drawings, receipts, subcontracts, purchase orders, vouchers, memoranda and other data relating to this Project, and the Construction Manager shall preserve these for a period of three years after final payment, or for such longer period as may be required by law. 8.11 Payment Approval. The Owner may disapprove a payment, in whole or in part, or because of subsequent observations, nullify any progress payment previously made, to such extent as may be necessary, in its opinion, to protect its interests due to: .1 Defective work not remedied; .2 Third party claims or reasonable evidence indicating the probable filing of such claims; .3 Failure to make payments to subcontractors for labor, materials or equipment; .4 Reasonable evidence that the Work cannot be completed for the unpaid balance of the Guaranteed Maximum Price; .5 Failure to prosecute the Work with sufficient workers, materials, and/or equipment; .6 Failure to perform the Work in accordance with the Contract Documents. ARTICLE 9 - CHANGES 9.1 Change Orders. Changes in the Work which are within the general scope of this Contract may be accomplished by Change Order without invalidating this Contract. A Change Order is a written instrument, issued after execution of this Contract signed by the Owner and Construction Manager stating their agreement upon a change and any adjustment in the Guaranteed Maximum Price and/or the date of Substantial Completion. The Construction Manager shall not be obligated to perform changed Work until the Change Order has been executed by the Owner and Construction Manager. 9.2 Costs. An increase or decrease in the Guaranteed Maximum Price resulting from a change in the Work shall be determined by one or more of the following methods: .1 Unit prices as set forth in this Contract or as subsequently agreed (but if the original quantities are altered to a degree that application of previously agreed unit prices would be inequitable to either the Owner or the Construction Manager, the Unit Prices shall be equitably adjusted); .2 A mutually accepted, itemized lump sum; .3 Time and materials. Construction Manager's fee shall be proportionately increased in all Change Orders that increase the Guaranteed Maximum Price, but shall not be proportionately decreased by a Change Order that decreases the Guaranteed Maximum Price. If the parties cannot agree on the price term of a Change Order, then the Change Order will be calculated on the basis of actual time and materials costs 19 incurred. If at the Owner's request the Construction Manager incurs substantial costs or time investigating a proposed change which is never ultimately made, the Guaranteed Maximum Cost and Contract Time shall be equitably adjusted. 9.3 Unknown Conditions. If in the performance of the Work, the Construction Manager finds latent, concealed or subsurface physical conditions which differ from the conditions the Construction Manager reasonably anticipated, or if physical conditions are materially different from those normally encountered and generally recognized as inherent in the kind of work provided for in this Contract, then the Guaranteed Maximum Price and/or the Date of Substantial Completion shall be equitably adjusted by Change Order within a reasonable time after the conditions are first observed. 9.4 Claims. For any claim for an increase in the Guaranteed Maximum Price and/or an extension in the date of Substantial Completion, the Construction Manager shall give the Owner written notice of the claim within twenty-one (21) days after the Construction Manager first recognizes the condition giving rise to the claim. Except in an emergency, notice shall be given before proceeding with the Work. In any emergency affecting the safety of persons and/or property, the Construction Manager shall act, at its discretion, to prevent threatened damage, injury or loss. Any change in Guaranteed Maximum Price and/or Date of Substantial Completion resulting from such claim shall be effectuated by Change Order. ARTICLE 10 - INSURANCE AND BONDING 10.1 The Contractor's Insurance. The Construction Manager shall obtain and maintain insurance coverage for the following claims which may arise out of the performance of this Contract, whether resulting from the Construction Manager's operations or by the operations of any Subcontractor, anyone in the employ of any of them, or by an individual or entity for whose acts they may be liable: .1 workers' compensation, disability benefit and other employee benefit claims under acts applicable to the Work; .2 under applicable employer's liability law, bodily injury, occupational sickness, disease or death claims of the Construction Manager's employees; .3 bodily injury, sickness, disease or death claims for damages to persons not employed by the Construction Manager; .4 usual personal injury liability claims for damages directly or indirectly related to the person's employment by the Construction Manager or for damages to any other person; .5 damage to or destruction of tangible property, including resulting loss of use, claims for property other than the work itself and other property insured by the Owner; .6 bodily injury, death or property damage claims resulting from motor vehicle liability in the use, maintenance or ownership of any motor vehicle; .7 contractual liability claims involving the Construction Manager's indemnity obligations; and .8 loss due to errors or omission with respect to provision of professional services under this Agreement, including engineering services. 10.2 The Construction Manager's Commercial General and Automobile Liability Insurance shall be written for not less than the following limits of liability: 20 Commercial General Liability Insurance Each Occurrence Limit $1,000,000 General Aggregate Limit $2,000,000 Products/Completed Operations Agg. $2,000,000 Personal &Advertising Injury Limit $1,000,000 Fire Damage (any one fire) $ 100,000 Medical Expenses, each person $ 10,000 Comprehensive Automobile Liability Insurance Combined Single Limit, each accident $1,000,000 or Bodily Injury (per person) $1,000,000 Bodily Injury (per accident) $1,000,000 Property Damage (per accident) $1,000,000 Worker's Compensation & Employer's Liability Worker's Compensation Statutory Limits Employer's Liability Bodily Injury by Accident $ 500,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 500,000 each employee Commercial Umbrella/Excess Liability Each Occurrence $2,000,000 Aggregate $2,000,000 Professional Liability Each Occurrence $2,000,000 Aggregate $2,000,000 10.3 Commercial General Liability Insurance may be arranged under a single policy for the full limits required or by a combination of underlying policies and an Excess or Umbrella Liability policy. The policies shall contain a provision that coverage will not be canceled or not renewed until at least thirty (30) days' prior written notice has been given to the Owner. Certificates of insurance and copies of the relevant endorsements showing required coverage to be in force shall be provided to the Owner prior to commencement of the Work. Products and Completed Operations insurance shall be maintained for a minimum period of at least one year after the date of Substantial Completion or final payment, whichever is earlier. 21 All insurance required of the Construction Manager shall provide that any failure to comply with reporting provisions of the policies shall not affect coverage provided to the additional insured, their its officers, directors, commissioners, officials, employees, consultants, volunteers, or agents. The insurance required of the Construction Manager shall provide that the insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. Under no circumstances shall the Owner be deemed to have waived any of the insurance requirements of this Agreement by (1) allowing any work to commence before receipt of certificates of insurance or additional insured endorsements; (2) by failing to review any certificates or documents received; or (3) by failing to advise the Construction Manage that any certificate of insurance or additional insured endorsement fails to contain all of the required insurance provisions or is otherwise deficient in any manner. The Construction Manager agrees that the obligation to provide the insurance required by this Agreement is solely its responsibility and that its obligation cannot be waived by any act or omission of the Owner. Nothing contained in this Agreement is to be construed as limiting the liability of the Construction Manager. The Owner does not, in any way represent that the coverages or limits of insurance specified are sufficient or adequate to protect the Owner, Architect or the Construction Manager, but are merely minimums. The obligations of the Construction Manager to purchase insurance shall not in any way limits its obligation to the Owner in the event that the Owner should suffer an injury or loss in excess of the amount recoverable through insurance, or any loss or portion of a loss which was not covered by the Construction Manager's insurance. In the event the Construction Manager fails to furnish and maintain the insurance required by this Agreement, the Owner may purchase such insurance on behalf of the Construction Manager, and the Construction Manager shall pay the cost thereof to the Owner upon demand or shall have such cost deducted from any payments due to the Construction Manager. The Construction Manager agrees to furnish the Owner the information needed to obtain such insurance. 10.4 Primary Insurance. The Construction Manger's insurance shall be primary insurance as respects the Owner and Engineer. Any insurance or self-insurance maintained by the Owner and Engineer shall be excess of Construction Manager's insurance and shall not contribute with it. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the Owner and Engineer. 10.5 Acceptability of Insurers. The insurance carrier used by the Construction Manger shall have a minimum insurance rating of A:VII according to the AM Best Insurance Rating Schedule. 10.6 The Owner's Insurance. The Owner shall obtain and maintain property insurance in a form reasonably acceptable to the Construction Manager upon the entire Project for the full cost of replacement at the time of any loss. This insurance shall include as named insureds the Owner and Construction Manager, Engineer, Subcontractors and Subsubcontractors. This insurance shall insure against loss from the perils of fire and extended coverage, and shall include "all risk" insurance for physical loss or damage including without duplication of coverage, at least: theft, vandalism, malicious mischief, transit, collapse, falsework, temporary buildings, debris removal, flood, earthquake, testing, and damage resulting from defective design, workmanship or material. The Owner shall increase limits of coverage, if necessary, to reflect estimated replacement cost. The Owner shall be responsible for any co- insurance penalties or deductibles. If the Owner occupies or uses a portion of the Project prior to its Substantial Completion, such occupancy or use shall not commence prior to a time mutually agreed to 22 by the Owner and the Construction Manager and to which the insurance company or companies providing the property insurance have consented by endorsing the policy or policies. This insurance shall not be canceled or lapsed on account of partial occupancy. Consent of the Construction Manager to such early occupancy or use shall not be unreasonably withheld. Upon the Construction Manager's request, the Owner shall provide the Construction Manager with a copy of all policies before an exposure to loss may occur. Copies of any subsequent endorsements shall be furnished to the Construction Manager. The Construction Manager shall be given thirty (30) days' notice of cancellation, non-renewal, or any endorsements restricting or reducing coverage. The Owner shall give written notice to the Construction Manager before commencement of the Work if the Owner will not be obtaining property insurance. In that case, the Construction Manager may obtain insurance in order to protect its interest in the Work as well as the interest of the Engineer, Subcontractors and Subsubcontractors in the Work. The Guaranteed Maximum Price shall be increased by the cost of this insurance through Change Order. If the Construction Manager is damaged by failure of the Owner to purchase or maintain property insurance or to so notify the Construction Manager, the Owner shall bear all reasonable costs incurred by the Construction Manager arising from the damage. 10.7 Property Insurance Loss Adjustment. Any insured loss shall be adjusted with the Owner and the Construction Manager and made payable to the Owner and Construction Manager as trustees for the insureds, as their interests may appear, subject to any applicable mortgagee clause. Upon the occurrence of an insured loss, monies received will be deposited in a separate account; and the trustees shall make distribution in accordance with the agreement of the parties in interest, or in the absence of such agreement, in accordance with the dispute resolution provisions of this Contract. If the trustees are unable to agree between themselves on the settlement of the loss, such dispute shall also be submitted for resolution pursuant to the dispute resolution provisions of this Contract. 10.8 Waiver of Subrogation. The Owner and Construction Manager waive all rights against each other, the Engineer, and any of their respective employees, agents, consultants, Subcontractors and Subsubcontractors, for damages caused by risks covered by insurance provided in Paragraph 10.2 to the extent they are covered by that insurance, except such rights as they may have to the proceeds of such insurance held by the Owner and Construction Manager as trustees. The Construction Manager shall require similar waivers from all Subcontractors, and shall require each of them to include similar waivers in their subsubcontracts and consulting agreements. The Owner waives subrogation against the Construction Manager, Engineer, Subcontractors and Subsubcontractors on all property and consequential loss policies carried by the Owner on adjacent properties and under property and consequential loss policies purchased for the Project after its completion. If the policies of insurance referred to in this Paragraph require an endorsement to provide for continued coverage where there is a waiver of subrogation, the owners of such policies will cause them to be so endorsed. 10.9 Bonds. The Construction Manager shall furnish bonds covering faithful performance of the Contract, exclusive of the aggregate of the Construction Manager's Fee and the Engineer's Fee, and payment of the obligations arising thereunder. Bonds may be obtained through the Construction Manager's, or subcontractor's usual source and the cost thereof shall be included in the Cost of the Work. The amount of each bond shall be equal to 100% of the Guaranteed Maximum Price, less the aggregate of the Construction Manager's Fee and the Engineer's Fee. The Construction Manager shall deliver the required bonds to the Owner at least three days before commencement of any Work at the Project site. ARTICLE 11 - TERMINATION 11.1 By the Construction Manager. Upon seven (7) days' written notice to the Owner, the Construction Manager may terminate this Contract for any of the following reasons: 23 1 if the Work has been stopped for a thirty (30) day period; a. under court order or order of other governmental authorities having jurisdiction; b. as a result of the declaration of a national emergency or other governmental act during which, through no act or fault of the Construction Manager, materials are not available; or C. because of the Owner's failure to pay the Construction Manager in accordance with this Agreement; .2 if the Work is suspended by the Owner for sixty (60) days; .3 if the Owner materially delays the Construction Manager in the performance of the Work without agreeing to an appropriate Change Order; or .4 if the Owner otherwise materially breaches this Contract. Upon termination by the Construction Manager in accordance with this paragraph, the Construction Manager shall be entitled to recover from the Owner payment for all Work executed and for any proven loss, cost or expense in connection with the Work, plus all demobilization costs and reasonable damages. In addition, the Construction Manager shall be paid an amount calculated as set forth in paragraph 11.3. 11.2 By the Owner for Cause. If the Construction Manager persistently fails to perform any of its obligations under this Contract, the Owner may, after seven (7) days' written notice, during which period the Construction Manager fails to perform or to begin to perform such obligation, undertake to perform such obligations itself. The Contract Price shall be reduced by the cost to the Owner of performing such obligations. Upon seven (7) days' written notice to the Construction Manager and the Construction Manager's surety, if any, the Owner may terminate this Contract for any of the following reasons: .1 if the Construction Manager persistently utilizes improper materials and/or inadequately skilled workers; .2 if the Construction Manager does not make proper payment to laborers, material suppliers or subcontractors and refuses or fails to rectify same; .3 if the Construction Manager persistently fails to abide by the orders, regulations, rules, ordinances or laws of governmental authorities having jurisdiction; or .4 if the Construction Manager otherwise materially breaches this Contract. If the Construction Manager fails to cure within the seven (7) days, the Owner, without prejudice to any other right or remedy, may take possession of the site and complete the Work utilizing any reasonable means. In this event, the Construction Manager shall not have a right to further payment until the Work is completed. If the Construction Manager files a petition under the Bankruptcy Code, this Contract shall terminate if the Construction Manager or the Construction Manager's trustee rejects the Agreement or, if there has been a default, the Construction Manager is unable to give adequate assurance that the Construction Manager will perform as required by this Contract or otherwise is unable to comply with the requirements for assuming this Agreement under the applicable provisions of 24 the Bankruptcy Code. In the event the Owner exercises its rights under this paragraph, upon the request of the Construction Manager, the Owner shall provide a detailed accounting of the costs incurred by the Owner. 11.3 Termination by the Owner Without Cause. If the Owner terminates this Contract other than as set forth in Paragraph 11.2, the Owner shall pay the Construction Manager for the Cost of all Work executed and for any proven loss, cost or expense in connection with the Work, plus all demobilization costs. The Owner shall also pay to the Construction Manager fair compensation, either by purchase or rental at the election of the Owner, for any equipment retained. The Owner shall assume and become liable for obligations, commitments and unsettled claims that the Construction Manager has previously undertaken or incurred in good faith in connection with the Work or as a result of the termination of this Contract. As a condition of receiving the payments provided under this Article 11, the Construction Manager shall cooperate with the Owner by taking all steps necessary to accomplish the legal assignment of the Construction Manager's rights and benefits to the Owner, including the execution and delivery of required papers. 11.4 Suspension By The Owner For Convenience. The Owner for its convenience may order the Construction Manager in writing to suspend, delay or interrupt all or any part of the Work without cause for such period of time as the Owner may determine to be appropriate. Adjustments shall be made for increases in the Guaranteed Maximum Price and/or the date of Substantial Completion caused by suspension, delay or interruption. No adjustment shall be made if the Construction Manager is or otherwise would have been responsible for the suspension, delay or interruption of the Work, or if another provision of this Contract is applied to render an equipment adjustment. ARTICLE 12 - DISPUTE RESOLUTION 12.1 Step Negotiations. The parties shall attempt in good faith to resolve all disputes promptly by negotiation, as follows. Either party may give the other party written notice of any dispute not resolved in the normal course of business. Management representatives of both parties one level above the Project personnel who have previously been involved in the dispute shall meet at a mutually acceptable time and place within ten (10) days after delivery of such notice, and thereafter as often as they reasonably deem necessary, to exchange relevant information and to attempt to resolve the dispute. If the matter has not been resolved within thirty (30) days from the referral of the dispute to such management representatives, or if no meeting has taken place within fifteen (15) days after such referral, the dispute shall be referred to senior managers under the aforesaid procedure. If the matter has not been resolved by such senior managers, either party may initiate mediation as provided hereinafter. If a negotiator intends to be accompanied at a meeting by an attorney, the other negotiator shall be given at least three (3) working days' notice of such intention and may also be accompanied by an attorney. All negotiations pursuant to this clause are confidential and shall be treated as compromise and settlement negotiations for purposes of the Federal Rules of Evidence and applicable state Rules of Evidence. 12.2 Mediation. Provided that there are no claims or disputes involving third parties, in the event that any dispute arising out of or relating to this Contract is not resolved in accordance with the procedures provided in Section 12.1, such dispute shall be submitted to mediation with American Arbitration Association ("AAA") or JAMS/Endispute, Inc. If the mediation process has not resolved the dispute within thirty (30) days of the submission of the matter to mediation, or such longer period as the parties may agree to, the dispute shall be decided by arbitration as set forth below. 25 12.3 Continued Performance of the Work. In the event of any dispute, the Construction Manager shall continue to perform the Work and maintain its progress pending final determination of the dispute, provided the Owner places a sum equal to 150% of the amount in dispute in an escrow account, reasonably satisfactory to both parties, which specifies that the escrow agent shall distribute the escrow sum between the parties in accordance with any agreement, arbitration award or court judgment entered resolving the dispute. 12.4 Required in Subcontracts. The Construction Manager shall include the provisions of this Article 12 in all Subcontracts into which it enters. ARTICLE 13 - LIQUIDATION AND LIMITATION OF LIABILITY 13.1 Late Completion. In the event that the Work is not Substantially Complete by the date set forth in this Contract, then promptly after receiving Final Payment, the Construction Manager shall pay to the Owner as liquidated damages a sum equal to Two Hundred and Fifty Dollars ($250.00) for each day that the Work is late in reaching Substantial Completion. 13.2 Limitation of Liability. The Owner acknowledges that the Construction Manager is a limited liability company and agrees that any claim made by the Owner arising out of or pertaining to this Contract shall be made against only the Construction Manager and not against any director, officer, or employee of the Construction Manager or any other company affiliated with the Construction Manager. 13.4 Consequential Damages. Notwithstanding anything to the contrary in this Contract, in no event shall the Construction Manager or any of its Subcontractors be liable for consequential loss or damage, including but not limited to loss of use or profits, and the Owner hereby releases the Construction Manager and its Subcontractors from any such liability. ARTICLE 14 - MISCELLANEOUS 14.1 Project Siqn. The Owner agrees that the Construction Manager and Engineer will be properly identified and will be given appropriate credit on all signs, press releases and other forms of publicity for the Project. Owner will permit the Construction Manager and Engineer to photograph and make other reasonable use of the Project for promotional purposes. 14.2 Notices. Notices to the parties shall be given at the addresses shown on the cover page of this Contract by mail, fax or any other reasonable means. 14.3 Integration. This Contract is solely for the benefit of the parties, and no one is intended to be a third party beneficiary hereto. This Contract represents the entire and integrated agreement between the parties, and supersedes all prior negotiations, representations or agreements, either written or oral. 14.4 Governing Law. This Contract shall be governed by the laws of the State of Illinois. 14.5 Severability. The partial or complete invalidity of any one or more provisions of this Contract shall not affect the validity or continuing force and effect of any other provision. 26 14.6 Assignment. Neither parry to this Contract shall assign the Contract as a whole without written consent of the other, except that the Owner may collaterally assign this Contract to a lender if required to secure financing for this Project. 14.7 Existing Contract Documents. Plans sets are attached as an exhibit to this Contract. Owner: Contractor: Village of Oak Brook, Illinois, Burke, LLC, an Illinois limited Ilability an Illinois municipal corporation company By: _ Date: By: Date: 3 .�- 201 Pril F Attest: Date: By: Date: n3 7 Zo I� .� 13 I Principal e7 27 CONSTRUCTION MANAGER'S CERTIFICATION FORM The assurances hereinafter made by the Construction Manager are each a material representation of fact upon which reliance is placed by the Owner in entering into the contract with the Construction Manager. The Owner may terminate the contract if it is later determined that the Construction Manager rendered a false or erroneous assurance; and the surety providing the performance bond shall be responsible for the completion of the contract. 1, ©rtwo &may __,hereby certify that I am the Prz-t (Name of PersonCert tying) (Office of Person Certifying) of Burke, LLC, and as such hereby represent and warrant to the Owner that the Construction Manager, and its members holding more than five percent (5%) of the outstanding membership interests, its officers and managers are: (A) not delinquent in the payment of taxes to the Illinois Department of Revenue in accordance with 65 ILCS 5/11-42.1-1; (B) not barred from contracting as a result of a violation of either Section 33E-3(bid rigging)or 33E- 4 (bid-rotating) of the Criminal Code of 1961 (720 ILCS 5/33E-3 and 5/33E-4); (C) not in default, as defined in 51LCS 385/2, on an educational loan, as defined in 51LCS 385/1. In addition, the Construction Manager hereby represents and warrants to the Owner that the Construction Manager: (A) has and will comply with all laws relating to the payment of general prevailing wages in accordance with the Illinois Prevailing Wage Act(820 ILCS 130/0.01 et seq.); (B) has and will comply with all laws relating to the employment preference to veterans in accordance with the Veterans Preference Act(330 ILCS 55/0.01 et seq.); (C) has and will comply with all laws relating to the employment of Illinois workers in accordance with the Employment of Illinois Workers on Public Works Act (30 ILCS 570/1 et seq.); (D) pursuant to 30 ILCS 580/1 et seq. ("Drug-Free Workplace Act"), will provide a drug-free workplace by: (1) Publishing a statement: a. Notifying employees that the unlawful manufacture, distribution, dispensation, possession, or use of a controlled substance including cannabis, is prohibited in the Construction Manager's workplace; 28 b. Specifying the actions that will be taken against employees for violations of such prohibition; C. Notifying the employee that, as a condition of employment on such Contract, the employee will; i. Abide by the terms of the statement; ii. Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five (5) days after such conviction; (2) Establishing a drug-free awareness program to inform employees about: a. the dangers of drug abuse in the workplace; b. the Construction manager's policy of maintaining a drug-free workplace; C. any available drug counseling, rehabilitation, and employee assistance program; and d. the penalties that may be imposed upon employees for drug violations; (3) Making it a requirement to give a copy of the statement required by Subsection (D)(1) to each employee engaged in the performance of the Contract, and to post the statement in a prominent place in the workplace; (4) Notifying the Owner within ten (10) days after receiving notice under paragraph(D)(1)e from an employee or otherwise receiving actual notice of such conviction; (5) Imposing a sanction on, or requiring the satisfactory participation in a drug abuse assistance or rehabilitation program by any employee who is so convicted, as required by 30 ILCS 580/5; (6) Assisting employees in selecting a course of action in the event drug counseling treatment and rehabilitation is required and indicating that a trained referral team is in place; (7) Making a good faith effort to continue to maintain a drug-free workplace through implementation of this section; (E) has not excluded and will not exclude from participation in, denied the benefits of, subjected to discrimination under, or denied employment to any person in connection with any activity funded under the contract on the basis of race, color, age, religion, national origin, disability, or sex; 29 (F) at the time the Construction Manager was awarded this Contract, had an Illinois Department of Human Rights pre-qualification number or had a properly completed application for same on file with the Illinois Department of Human Rights, as provided for in 44 Illinois Administrative Code 750.210; If any certification made by the Construction Manager or term or condition in this contract changes, the Construction Manger shall notify the Owner in writing within seven (7) days. Dated: IfAtvG 7 CONSTRUCTION MANAGER: By:. !o CON UCTION MANAGER) Title: *10MC4 PA?(-- STATE OF ILLINOIS ) ) SS. COUNTY OF COOK ) I, the undersigned, a notary public in and for the State and County aforesaid, �ereby certify that 0940c.`► < T/c ____ ____. , known to me to be the (Name of Si a ory) (Office) of the Construction Manager,11 ppeared before me this day in person and, being first duly sworn on oath, acknowledged that he/she executed the foregoing certification as his/her free act and deed. Dated : �/Ll db Notary f'0061At SEAL MELISSAIJOHANDES NOTARY PtiRUC,STATE OF ILLINOIS My Commission Expires Sep 7, 2020 30 Exhibit A - Summary Schedule of Values 2019 Watermain Improvements It Brook Forest Subdivision - Phase I Oak Brook, Illinois Item Contract Value Base Professional Fees $ 295,545 Design Fee $ 93,330 Construction Management Fee $ 124,440 General Conditions (Insurance OH and Profit) $ 77,775 Watermain Improvements $ 1,555,500 Watermain Construction $ 1 ,247,500 Full Depth Trench Patching and Restoration $ 308,000 GMP Contract Price $ 1 ,851 ,045 Assum p tions/Qualiirca tions: 1.We assume that the on site soils are clean. If it is determined that the existing soils are contaminated,then a change order shall be warranted to cover the additional cost. W:\Proposals\2019\Oak Brook 2019 Watermain Project Brook Forest Subdivision\Summary Schedule of Values GMP 03062019Summar�/7/2019 VILLAGE OF OAKBROOK 2019 WATERMAIN IMPROVEMENTS BROOK FOREST SUBDIVISION INDEX STANDARDS LOCATION/VICINITY MAP STANDARDS SYMBEES—RREVIATNms AND PATTERNS RDmma1 SHEET N0. SHEET TITLE Cuss c :=1 AND D vATxcfs Village President 1 TITLE SHEET _.. vnfcAST NRfVE vxuLT TYPS A R DuamR RD1sMaS Gopal G.Lalmalani PRFCARi REINFOR[EO COxCPfTE cul SUB LOP R1i601-06 2-3 GENERAL NOTES _ 4 SUMMARY OF QUANTITIES I ^.NaE srtrs soD+-0A TruSfCCS _ AND uos rvx I John Baar 5 KEYPLAN ." ; `. DRB ry BAND COMBINATION CONCRETE RORom-0, Philip Cuevas CONC•�-^I } COABRANDETE C6URERPE Michael Manzo 6-7 IVY LANE s LANE CLOSURE:L.E.SNORT TIME DPFRATIONS URBAx .T11tS,31.1:1 Moin Saiye d 11-11) DEVONSHIRE DRIVE Edward Ties engaSunEMiw AsifYusuf 11 HAMPTON DRIVE aLO BIMECT1DNAf LEFT TURN ANE 12 MOCKINGBIRD LANE �'r �'A - �.` �'.' uxeAN LANE 11 URE.MULnuxE IxTFRsfcnax Tono,-Ia Village Clerk 13-15 CONSTRUCTION DETAILS \ TRAFFIC CONTROL DORCES 1D,Z" Charlotte K.Pruss TYPICAT PAVEMENT MARKINGS TC-- .� ( IRAFFN CONTROL ONIC -0AY LABOR CONSTRUCTION BLR IT. Village Manager TRAFFIC—01.DEVICES-0AY LABOR MAINTENANCE BlR iK Rick Ginex Public Works Director PROJECT Lb TION --- �- Doug Patchin If I ' \, BENCHMARK LOCATION CALLJULIE 811 TIIE CONTRACTOR SHALL BE SOLELY ®�arv'i LaTt+Rw RESPONSIBLE FOR JOB SITE SAFETY AS WELL AS E FOR SITE SAFTION AND MEANSIMETHODS OF CONSTRUCTION OB HOURS BEFORE YOU DIG. CHRISTOPHER B.BURKE ENGINEERING,LTD B9575 W.Higgins Road,Suite 600 Rosemont,Illinois 60018 (847)823-0500 PROFESSIONAL DESIGN FIRM NO.IM-OOH175 EXPIRATION DATE:W30/19 WATER SIORMBLANIT !® D SROFICATI.1 IN THEY GFX NOBS SHALL BE NTERDIETED TO ASEAN THE'STMFpIRDHE COSI OF MAAG SE NWER CONMFCTTONS TOIXMIBG ORROPDSE PD SEWER MIMSTRUCTURES OR DAM L SHN BE MFQUUED IN 1. THE CONTRACTOR SMALL.SAW M PAVEMENT,CURB R GUTTER AND SR1f WADE A51NOKATFDON TE RUNSTO WAIATE TIF ION"AOMTFT BY 11 VINIC,DIPARTAINI M 1gANYONADON,-111. M[COSTM ME-1ORYNIUCIIR MNG[OIFYRUCIED. F NSTRFG MY IMM IO BEREMfMOBYMFANSOFAM APPNNFOCOIECRFrt WW IOAMPM AS SIIOWIF DEI INERMSORM I'VK flfwTONSANI MCN_5MQA.PR<MWNS',AKPRDTMIMRYI.]IIIA. OMFCTEO N THF FNGNRR.MIS WORK SIMV A MNPUDFRF0 10 IRPID IN THE COST OF THE DFM MRFG MMOVFD. IX ACCORDANCE YAM THE STANDARD SPEQHICATIONS.THE LATEST EDITION OF THE'ILIANDS WHENEENNNGmNNK,E fADUTFS ME MTMND,THE CONTRACTOR SHALL FROVIDE AND MAR.TRN RBPORMY OUTLETS ) BAY COURSE SHALL NOTE N PLACED ADJACENT TO CURB AND GUTTER UNTIL THE NRB AND GUTTER MAS NSF PROPEALY CURRENT C C MIRUI DEVICES POR STREETS AND HIGHWAYS'.(IMUICD:THE'STMDMD SPECEKAI10N5 FOR 0 ORAT PRIVATE MRNIIC ORANS—RSORCAlGN MVNS.THFOINTRAROTSMAI PRGMOFFACIT"S ANDBA.NFILLEDTOTHESVIYACTIq EENONEER. IIU),'IHF STM D SRCIRCATMM FOR WATER AND SEWER MAIN CONSIRWIl01F N IFFIR— i0 TMF IN ALL 5TORM WATER NMKH WILL BE REONED BY THESE DIMN5 AND SEWERS MID DI%HARGE ME SAME. E ASML "FIll 11,ONDE AND MAINIAIN AN EFFTOE!!i PUMPING PLANT,IF NECESSARY,MDA TEMPORAMOLDLET.HF SHALL BE PREPARED AT ALL DET MLSNTIERINSMDYME'YfMIPROVILM;I00T5 RDORAWING;A LLAGEOF NIvnI OI THE WHIR MOWED FROM TIMPORAM NUMI A'IG' PMLINf1IIN\UNIT 111H MMFNI THF CORACO gC.11MMI;ME AMEN111S WITH q.5AB1111FS ACT OF 1— URNS WITH%WERSARE BUILT AND IN SERVICE.1H15 WORK WILL NOT BL PATO FOR%PAPAULY,BUT S U,BE INCLUDE. MECA'ORARU RE UTATION AR OF 11173 IRCIMN SOLI,AND THE PUBLIC RIGHT VlAlf INOAC, F. PRIOR TO BEGINNING MY REMOVAL ITEM;COFTMCTOR SHALL INSTAL BEET PROTECTION IN ALL EXISTING OPEN UDDED gANAGE STRUCTURES ASSHOWN ONTHE NANSANDAS DIREOEDES I ENGINEER. EF[REN(ESTOENONEERSHAIIBEINTFMRETEDAS INE RESIDENT ENGINEER,AND MET REFERENCES T. ALLARMOONEDRPE MD SIRURUPC INV[RTS S SEE PIUGGED WTI BLACK AND MORTAR TO TIN SATIYARION Of TR E. CONTRACTOR SHALL NOT DISTEND WIDSCAPEDARE/S OMRM OF THE IMPROVEMENT UMTS. ALL N BDRRICRDASME VRIAGE OF OM MCCM. ENGRIEf0.THIS WORN SHAH RF INCIUOOIN THE COSTAR TMF STORM OR SWTMYSf WFR ITEMS BFMW REMOs20 3. UPpF COMMEININ OF PAGER,AT DMECTIM MENNXEER,CONTRACTOR SXALI RFMOM 4LLlFMPQMYEROLON MA 5ORY SIGNS NEfRD FOR CONSTRUCTION ARE TOM FUINOIfD N 1N CONIMCIDN N A. THE CONTRACTOR SNAIL DETFgMNE W1114 MT SLAB TOPS ME REQUIRED ON MAMIOLES NO AOpTO1,Al COMRNWTIOF YD RAFNT COHRO DIMS. JO1 CK THE YMDMIDSPEOTICATNNFS. SHALL BE AVOWED FOR THE USE OF FLAT STAB LOPS. S. M FEp DHAP GRAN M MF RMS AM OILY TO AS%Sf THE IOITRACTOR N MTIRPMING EH ARNORAMT__1IEKAD OF TINE YRURUIE.EAMIF50,ALL NEW.ATRISTFD OR MCONSTRUCTED STRUCTURES WILL N AMb1E1)TONNE fIFAI I ALL TATES ARE DESIGN/RD TON SAVED...OTIERWME NOTE.ON MF PUNS AN.-11N..I—BE MMM ACCT CT MD_FUUl PRESERVE ALI YRMN OR.-CDON ARMUNE M5MRNMfI11Y OF FIEVATpN OF THE MEAN—FI THEY MF URCTEDAS PML T OF 1M--URA—MEMOR RECON URION COST. 1..11 WS dARIICIF IDIDS OFF ME STMDMD-CEFCAIpNS IH VNUME,ITS AGSM ON M AUMORMIT WRWYOR NAS WITNESSED OR OIERNSSE MFFRFNQD WHENEVER GINNING CWS CMUN pFM11OHR ANT IODY IMRRUL R DEPOUIEO N THF HOW WE n ORAIFArE AIL(1LMING MD MMOVALOBU91[;HEDGES MOTREES 11NDER 6'NOMM[TFN SHATN MDIAED NTM[OSTM TI[ STRUCTURES SUCHI THAT THE NATUBM ROLA GF WATER M OROURED D SNARL N RFMfNEDAT iR CLOY O EACH WORKNG ) RESTORATION PAY"RM. HMS NOIEO FOR ALL ORARFAO SIRURTUMSIOCARO ASTMCURBIIMREFEFE-THEPOSDIOMp WY,AITHFORACLLSIN CONSTMKTIOIFOPERANTMALL LMF"YSMIICTUHllHA11 NMFf pOMpNMDDEBNS TIE UGF M MVEMEM.TM ORFIRARGN SHALL BE MYONNBLL FOR___HE OFFSET WOR[SNOFEDARNE W 010IBE PAIDFORSFPA4RLYBTH SHALL BEN4UYDN UH COSTOFTHE CONIMR. TUM 10 SET TIF FRAME AND GRATE IN THE PROPER LOCATION.ALL OCHER YRUTIRES MF - --- ---- '---'- OF STRURLME. ) MY EXMTMG OR PROPOSE S WMAGED BY TM CON TOR DMNG COMTRURION K REPLACED N TE RRITIZQAINOU! CMI—.A AT NOCOSTTOTHEVIILAGE .p 1DFMENSIONS:rt SMLLNTHECWTRALTORSRESOONNNDTY iO VERIFY ALL pMFNRWSMDCOHOTM]RES EXISTING IN THE FIELD DOD INDICATED ON TTH NMS AM FINISNfD CACAOS O..—D PMFMFNT,IBIlM ORONBGMATfRIAISMDBEGNXNGCONSFRURIM. B. M[COFTMCTOR flIAIIIR PUBBER•D�RNG'lONlS(OR ML STORM PIPE.MASTIC MARRAIWLLNO B[ALLOWFO. PRAM IU 9 CUNSTRUCTIONFfRMIMUSIBEYCIMfPPg10R TO NGNNXC CCRSIRWTgM INF HFW WMER MAX SHALLXOiBE ). PAYPT TIII%IMMMYM WANTIiFSHAW MFM FSfIMMiRH.IF,BTF fNGNfFR'S OPINION,THH NYTRIfRNOTMOLBMD, ACTVATEO INTI M fRMTNGICRMTAPPROVEDBYTHE EPA NAS NEN RETURNED TONNE VBIAGE. TIN ITEM WILL BE DEgKRD fgOA ME COIIMCTMD NO ADgTI0f1AL COMENSATON WXl N ALIOM'fD. IJRMIIOR, THE CINIRACTOR STALL CDMDRMIE CW STIT—.0 F ACTISM.WDM DEMI SHNI M LECVJLY OSFOSEDO OURO THE IIMISO MF RIGA-CAMAY N NIR CINIMgORS EXRN%. ATXNOPIMI ICMPRWNF11111-5511CM ONDF BANS MF APP RUKRTI ADMIT N11AGE 14 ALL ERSI NS VALVES MAINTAINED N THE MW[GE OF CANT BROOK RMII N OPERATED BY INE WIEAR OF 0A1 BROOK 3. ALL WAYF MAZE ACCURAO.THE COG-011-1 N RfQURED TO ASCENTAIN TF MCT IOCATION Of SUCH DEPMTM;M DE PU9tK WORKSRM1SOHREL ONLY. PER RIBIK ACT IT-0137,IE THE CONTMROR(NOOSES TO oISPGB(OF LNCOFTAMRATED SPL qX ED CdNSiFUCTHN AERATIONS SO A5 NOT TO DMAGI TIENT N ACCOROWQ WITH THE F ITN RFM CONSTRICTION AND DIMOIDIOF ORRM ICCW)AT A CCW p I OPFIMTION,O ACLS ED O ME STANDARD SPEQFICATINS INE CORITURCtOR SHALL BE RESIMRHBAE FOR t]. N_RA 11 AUOM IHM .GRATE IO TOP OF WAER MIS.—111 MRIMUM OF TIM ISE HEI. NUTYTORRFOMEALMQSLNYHELDMOIABOMTQNAMLYLSAITTOOBrIW(M RLL E%MIING UfINIF55O THAT THEIR FMNIhS MNYBE IOCATEDMOAOAlSTEDOR MOVED. lI. THE FORWAI AME11411Uf MF£ME[ONTRAROR SLAM IflVF i1F VlUGFAMNIMUMOMHfMI0.i MODQ.TNF VIlUOF STOUT RI�RONTONMWNAMO PFR PURL .M-NIBTOUSE FGTI:R.MISWORX SNMIIN ATI W,TM CODRALT(M$All TAIL'IINIF'M qCl FOI FELO IOATIONs O BURRED EIEfRJf, IRIONDF NOIEKATION TAMS MD DETERMAE LME UNIT O THE AR[REO AREAS 11E CONTRACTOR SMALL N MS 1111 'IMPEPP A11 N WILL BE PR( EARTH IXCAVATXN M MUTED RCMDVAL PAY ERM ALIO NO ADOTOUI CONS DERlO HCtUO TH[C 1R,MDCABU TEIF-0141 FACLMS MHORS NOT ICANDN MREQUIRED FOR OSTRFBUTION O THF NOTIIKATION IGRMslOALL AFFEREORf9DENI5,BUSINESSES MDEPICPERTY DNHERs. -...-.. I. 1 WIOD XMTRIMWATER G SDARY AND R SERVICES TO ME INDIVIDUAL RESIDENCES WDHN TIE PRO 13ALMAN . WATER SMWLN LA R DOWNS MPERFORMED THE VILLAGE O QVBROOK DEPARS IMfNT OF PUBLICWCf S ALL PEDE%RIM RMFIES CONSMUCTOASPAM OFTHI5 PROPER SHAH N AW COMPLIANT. RE LOCATED UNE TIME ONLY.FROM THEN ON ME QINIMROR IN SHDOCUMENT MD BE MNFKFD ORgs ACC—IFF ID Mf HUHpCAIPFDSHAI BE MfMODMSINNN NMEPWFS.TM IRMSITNlX FROM FURL .KO GTICN NOWI[OOF MF IOS Of iHC%SERNQS TH[CONfRARIS OR R[SRNSIBLF FOR U. AMRWBEW FO RETAINER THRUST BLOCKING SHALL BE INSTALRM DON WATER NRE NSAT ALL NDSTEE;ELBOWS RC G. INFME OTHFI tFONINf(tIO 6EIfVATION5IOFTMNEWLYNSTALLFD7RMOSMDMANS HEIGHTCORBTOMM%EDCUMWNLNASSHOVJNNPWNSANDHIGHWAYSUNWRITS.TNMWORKISINOUOLDINMECOY SPON4BLE FOR LOOTING NEW MAINSOR SENS'ICES FOR THE CONTRACTOR.THIS MIN CFF[CTNTE. 1£ ALL-11 NON WATER MANS MMI N—1—D BML 711.101K.), ORAE AS NFO CONT.CURB AND GUTTER. VIIIACE.FOR TUR OF 01 T I CCNOALT,ME CONTRACTOR SHNI ARAM M[MMMT RIMTION AVARABLL TO THE MUAGE WHENEVER REQUESTED.N THE EVENT O A'IUE•CALL E. UP/RTC UR ). NDERATRAAPSFORTME HMAI(APRD SIWLBEINSLALLEDAI ALLINTERSECDNG STRAYS AT LOCATIONS SHONMMME BANS THE VEUIGEORrtS AGENT WM1l NOT1FYIM C[MTRAROR iO ARAM ANT lMI111E5511LL LANDER NIR A.ARO Ml MAIM 1MVE BEEN MESSIIIE TESTED AND ACQPHD BY TE MLUN.TINE CONTRACTOR SMALL PROCEED ED 1ERHIGER-1IMWRDS. flMFFCT THE MAIN N ORAFO MAIM AW WA STMDVNCB Ct51.THE LONMIED WATER SHALL N RETMNFN O THE MAN WR A RAW O AT T—I)A HOFS AT INE ENDO T E BANDAR PERIOD,THE TRURO WMER REAL CONIAN NO LL9S IMM ESPOISIBIE FORIR PAOTECTIONOMABOJF MD ALLOW GROUFDUDlRhS EVEN 1HOUfM ITALY NMQA CHLOR IM IG THE COMM .WILLM THE CHUNATED DISNHCTNC 50LUINN TO B. MMIMIMCURBMIGHNTDE M TOF I OflRAM/FINRE IE/Eft—AAS PIAN£ANTUTARY THAT IS DAMAGED DURING CONS1R011O1 SHALL N REPINED OR REPLACED TO ASSURE RMT IN 11 MN-1—AM—TO GIINFROR-MLIAGE TMS WORK SHAT N AT THF CIINTRACIORS FXPENY. R AFTER M APPIICAMF RFRNTION FERMRM ME MAVILY CHWIN—WATER SHWA N RUSHED MOA TIE MAKIN UNTIL THE B. 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FORMUMBSNMQF IXDING 1 l INCAM S TABIF FG INT TMMB FOR MCTIRICK OGKAI TESTNf:.11IFDFTT(OITASNAU RE M WRC SPONRN F FOR OBTANING.DEI RY, WHEN dRFCTEDBYTHFFNCANFR SUPPCEAENTAL WATERNG NIACIN IRREOlO AREAS ATA HATE SRCIREO BY TME ENGINEER ACTf0 ITH Mf(N—I EQUIPMENT TO RSR OMDMPROROR M STD NSIfY.11 NOTING D PAYMENT Of THE SAWIFSFOR TEYNG PURPOSES.IOR ARMOR WMER MAIN NSTALLASAMP LION.THE NUMBER O LES MAY 10. CHESTER. N NCREAYD AS DERBMNED BY THE MLLFGE PUNK WORKS DEPARTMENT.A SECOND%RIES DF WARES SHALL BE COLLECTED AND IN ACCORDANCE`MTH THE RMDARD SPEOFKAMONS AND SPfOAL PROJISEMS NO LLA IHM N HOURS ALTER THE FIRST%T Of UMPLL5 HAS BEEN CULLA MLD.IN OVIN.SETS SAMPDS SHALL N G DOSED LRATO BE FURNISHED AS PART M THIS CONUPAC t FOR CONSTRUCTION,ADIUSIMEMOR BRRfROIpf NLYTf DTORMO EABYNCEOFCOOFORMp1C,Ai5 Ir EDHER! OUO OIBOMWSOFSAMAFSWNOf 1L. THE CONTMRORSNALL AWERE TO LIMITS O MSTOUTION SHONH.AREAS OUfNOF ME%AMTS THAT ME DAMAGED OR NIIOLE;CATION MSN,BUT,VMM VAULT,OR RETIES VAULT SHALL MME GUT MO THE W PASSM BAOFgKKODItAI THE CONTRACTOR SMIt AWN UIRNH<i TIE MAN N ACCORDAUCE WITH WTUIINO BY THE CONTRACTOR SHALLBE RFSIOREDN M!,C—FRALIOR AT HISpPENY,MDNOADpDCNAL COMPENSATION GGME ME FDLUCSI WORDS.ALL LIAR TO BE USED ON STORM SEWER MRUCORES SHALL BEM MET.SUCB TIME THAT SAT%ACTOtY SAMPILES ARE COLLECTED,ALL SAMPLES SHALL BE DELIERED AN ANALYSED WTI,N ALLOWED S TO BE USED IN SANITARY YWU slgIIRTMfSTNALI BFM TIE WORO'SJIIfPRY'.MLIBK LOBE NMCNE_AN TIWIUTI W.CN'STALWU RD MCNENM.lfi0050. RLNTURES SHNI BEAR ME WORD'WARR'.ALL CMB BONS sEEAll SAY'DUMP ND WASRP M RMTD M 4MNE lN0 THE MIDGE O ON(BROOK RFCEMS THF 0.THIS WORK SHALL BECONSIDERED NCLUDED B TIE COST Of TM fR1/A[AND CAME OR EMM[ MFM M6 RRMT.IIPM M[E1PT M M HPA OPERATING PERMIT.ALL VALVES OF ME SYSTEM SHAT N OPENED WfM PER OF THE WLGK PUNIC WORKS DEPAMMCNT,THE DEWLUPIN SHWLM REYDNrelfTORORninMG,IN wwIMG TOTHEOf PUBLC WORKSMDENGNEfRIFG,TMTMORHSREPRE TAIRESHAVEWFTESSFOTHEMENINGMALL I—OPfRMRRFS ANY—WRRAL M DEPV9TE0 IN THE ROM IEE a ORAIFACH VAlVE5PM5UMf10 TIE OPERAINGNRMT. TONSEALHOW OWATERISOBSTRUILITDDSHAH SREMOVEDREfR QOBET EAp1 WgIRHE ONS1RUC110N MEMIIONS.ALL UTILITY SIRO-DMD.N THC BEFRE FROM API AMD DEBR£!M 1]. ONNORINCIDENTAL TO MF C[NOAR AMY CROPNATIDX AND TE5INGO WSTMG WATER MORN OTB[PALO FOR YPAMTEIY BUl RIALL N 1NCLUDEDIN THC CONpAR. WNMF[WNlTCNSIO MDC[NCTTxIN M SIUCH MANt It INfNAROdM dUWMGS L5,GARS,LAOS AND WATER SERVICE BUMS WHKH AM TO BE ABANDONED OR AOLUSTED SEFNI A IRR N MAPIR MD FITTINGS: D LID SNAIL BECp MEmME-MTMC RACTOII 0. DUKE FROM CLASS$l.CONFORMIRS TO MWAWWA C3S1/QCS1: CEMENTLINING,001ANDS AGIOMWAYIWAC101/N1.4 SEWER DAMAGED BY THE CCVFG CN OUTING CUNSOUCDON SNARL BE REPLACED BY THE II. MED WACAIORPIlAI1DpTONlI VMITCWr(IRM TO ANY/AWWACIII/AL1.11.FDTNGS SNAILBE [TION OF TH[FNGNEIXAT NO COST TIO THE CANNER. U.L.LASTED MS5 350MD 5HA10(MMUURUM1ED IN TINE UNDER STARS I.I. ALL OR WARP MANS 5XALl BE INCA%U N AN A MIT HIGH DENST POYRHYUNE ENCASEMENT M NO AEOTIUNAL CUMPEFE—FON FOR CONSIRL I'M STAONG MCESURY IOACCOMMWATE WITH IT RAMEMALSR.I—W AND NSIALIATON MEMOD N ACCCRDAFQ WITH MSI.ASNWA MMEIIi MD/OR FORDEM IAYSCSEDBY UIRDYMLOCATIOM ORADIUSTREM. 'DYVA)1.5,ASTM AG)AU51NG'NAPIN(N A•IN.SIRDATNN N NASSWEDGFSSNLLL RE BSTAUFDTOPROr1OFIIRRTCAICONHCTNIIY Ml TABOR fQUPMENTMIDIMIENALIECETSANFOR lDEW...NREIl01IXCAVAIRNSM U WRRFG MIIY OEMTMM.<OM%UNCf WIMl1E/BMF W1LLBE INDUDEDM MF COSTO ALUIIOI6 LIE T TITLE, RAJ.N0.OIOISO.WI36 ZCHRISTOPHER B.BURKE ENGINEERING.LTD. °b 2019 WATERMAIN IMPROVEMENTS 9575 W,Higgins Road,SDite GDO , VILLAGE OF OAK BROOK q't°' WD DATE, D.OF 35 B ROSH Dt,iliigolB6Dola a� 1200 OAK BROOK ROAD � •*� B 1%p19 BROOK FOREST NEIGHBORHOOD DR ND.No M'B (847)823-060D j OAK BROOK, IL 60523 NO. MEE OF gEY,B,M CHILD. MSB °'D:,a„ GENERAL NOTES FILEDHME _._'.;N \ 00¢SYONB\FFILOIBEDOpoSAN} N�TO� SPECIFICATIONS FOR CURED IN PLACE PIPE RECONSTRUCTION(OR REHABILITATION)OF 6,2 WATER NECESSARY TOO CLEARING,DSINFERION,AND FLUSHING WILL M AVNUBLE.AT NO COST,FROM E-IIONI CNE L PRESSURE-RUG NY..S)INDICATED BY THE OWNER PRIOR TD M STMT OF WOR.-A SOURCE PRO/IDEO SANT M M CLOSE PROAMR 8,1. PRESSURE TESTING FOR WATER TICMiHf35 SHALL BE PROADED ON ALL C SECTIONS IDENIIFKD BY THE OWNER IN THE CONTRACT PRESSURIZED POTABLE WATER PIPING To INES MING WORRIED OF!If CORRNTOR SNNL ARRANGE WITH If MUAGE FOR ISSUANCE R AN APPROVED DOCUMENTS OR PURCHASE ORDER,AND SHALL BE COFULETED MER INSPECTION BUT BEFORE IF REINSTATEMENT Of SERVIR L INTENT coaBXIA,-MiFn AND-I'-"N'....._TNk UG___atoll Nlwok FF._PRINc Q LLEXXSLL WMNtcnLXNs. I.I. rtSTM NREM OF on'SRFIMATXM TOPNaNID MR IHI RECONSTRUCTION MIT MVCiUTEDPRESVAF PRT MNSTNIATIOI OFA NOTES AND PITNGS AOR CfMFCITON BETWEEN FINE HYDRANT AND FOD Of NR SECTION WHERE WATER IS REQUIRED.THE 3.2. RRfORM NYDROSEATK PRESSURE TEST ON THE LINED WATER MMA-DRYING THE MFT11005 OF STM F1216,SECTION 83.THE TEST NEW CFNED N PIACI PRIM IQPPI WIMN M LASNM.IN-)PPE,NM RUNG ON THE REMNNMG SIRENGTH Of THE HOST JAPE TO -A SHALL MOVKF A LOCAMITI AT NO COST TO THE CIYRRACTOR(FOL,SAMTAM SEWTA ETC.FOR PRORR DBPOSa OF SECTION SHALL M 51M MD TO A IRD0.05TAM PRESSURE O TWICE THE FROWN WORKING PRESSURE ON AT TIE WORRNG PRESSURE WITHSTAND LONG-TERM EXTERNAL SHADING AND INTERNAL PRESSURE.S THE PIPOC SYSTEM G INTENDED FOR THE CDNEYANQ OF WATER AFTER LEM PLUS SO PV.WMCN EVER IS LL51.FORA PERIOD Of 2 HOURS, PMA&F WATM,THE PROPOSED PNOOUO-It BE ITEMS)S CAMNTNG WIRE IT REQUIREMENTS Of NS/MSI STMDMD 61, 6.2. BYPASSING 8.3. S NOTED IN ASTM F1216,THE Al I OWER f I FAXAGF DARING IF PRESSURE TEST SHALL OF 20 U.S.DAL LOM PER NCH CF MRRNAL NPF 6.2.1. S REQURED,WATER YNWCE SHALL BE M'WHA O TIRO THE USE OF A TEMNIOMV BYPASS SYSTEM DWNG THE PIPELINE DIAMETER PER HALL OR RPE PER MYIGIDMDI.PRCNIDING TMT ALL THE AIR HS MEN EVACUATE°FROM THE LINE PRIOR TO TESTING AND L NFMMN¢ -ATERENIS HLNCRAIroIIPRFUNG-TR INPSS FSNS SMLLMSUCDTOMEDE UXIOAER DFMMID,BO IN NO CASE LESS I'M 2 NOT THE STRUCTLMAL PNC UNMG SYSTEM IU5 CAWLLUDDvx TO ANN)TNT T[MPERAIVRL 2.1. SSROMAiON RFMREN((SASTM M216 NO ARMfI>A3 WHICHDMADI APAMNEREORINVICH REF[RFNO ANDYWI MTM SVWIMAMMNOMIXtc MDIAMM.IM[ONTMCTOR 5IIIAI RRFORMVI.911N(M[Xs M. AFTER IT TWO MON TEST.1N1 OUARE MMI M WARR SHAT 1 M fORAPDAIM TO IF M-xIAIR RAR FOR COMPANVXN CARR-..AND RNISOM TERMF.N CASE OF ICTUG MWNFMMS BC 1.TMS SPFCRNATICW AND IF ASTM IR S MCFSSVO.THE IERf01WV WafR A1fEM Wlll BF DISNEf CRO ANO RSRD MMM MIXG PURPOSES.AM Nvelf IIAXNI Al RRMNAIIIW 1`UMSSMaITN IIIMNUIEO.N THE IOXAi RSt PnFStiunt tx[Ft05 THE aLOWAM6 STMDARDS,TIIS HICATIM WUI CAVERN TIF CONTRACTOR SHNI IDENTIFY TIRE Sq,CF°f THE)OSS AND PRESSURE AND TORY REWIRE EXRNVVE CONTINUED TESTING UMI) 6.3. ACO55,¢FANICMO,IANOINSPTrtl1 ON STANLI2ATION OCCURS.THE PRfSVMf TEST FOR WARM TNUEF ACCEPTABLE IF THAT ACTUALLY MDU MF°CARING L PRODUCT.MANUFACTURR/MSTALTER QUALIFICATION REQUIREMENTS 63.t. PRIOR O ENIFMING ANY PERMS REQUIRED CONTNfD SPACE,RHE CIMMCIM SHALL MSE AN EVALUATION Of RHE THE TWO HOUR TEST(WHICH HAS MEN EXTRA TEO TO A bF HOUR MY M1E)15 EQUAL TO OR USS FMN THE ALLOWABLE MARE UP 3.1, OFFIDA TSS ITHMILRATION PRODUCTS ANO INSIALURS NEXT OF PRE MMOAED PRION IO THE FORMA OPEMW M BIR.NO EARN AIM NE to DETERMHEINE PREMNO MTOOCORf1AM1ANME VAPoRSOR)ACXOR OMMN.MISSHALLMUIDEMNUN WATfRMTE0A20CiDMD THANoffio WE-BEIM IH!EORNILL M IR SHALL 51M1 IOFOWNER 1NNCURDVNCEMHLOULSNLMFEMRAL-11YRU1- PRNCR IA1ON R11111HTED IN artNIN RAFTFRVIRONORTHF MA,Hf MNWTIRTNNFIRMS 6.32. THE PUNS PROMDE GUDEN¢fOR THE LOCATION AND NWMR R ACCESS PDI IM LONTPACTOR STALL IDENTIFY THE 1. SERVKFORNNECROFS aaMRa PAncAGrs IME WHEY ARE WaNFD TO FDANIw vnovnul T FOR III wolrrt.M NUMBER AND IMADOR OF ACCESS POINTE REWIRED THENPIUM,THE 9.1. PRNR 10INSTNLATON OF THE UNEP,M[ONMAOOR SNVl LOCATE ALL EXISTING V RN ICE CIX9ECTION5 AIDE NUG OR PMPAM THE OWNER'SDUVONCSHFIt BFFf NAILF (ONIRACON-U PEU/ THE EXCAVATION,PRE WONK,NFCDNNECOON1l AND RE1igUlION1M.ALCM PUINIS. CORPORATAN%NEUW NNEC110NS S RECOMMENDED M THE MMUIICIMER,ALL PLUGS SHALlM SITED FOR THE RESPECTIVE WATER 3.2. TWO WEBS PRIOR TO TREND,THE FOMDWMG SUBMITTALS TOTHE OWNER ME REQWTD TO MSFT THAT WON IS STATED N SECTION 31 6.3.3. IMMEDIATELY UPON DEEDING THE HOST MAN AT THE ACCT MENTIS AND PRIM TO THE INSTALLATION OF LINER,THE ENDS Of TAPS. AlMM: INE ADJACENT EXISTING WATER MAIN INTO AM NOT TO M MMD AT THE INaRgNATTRACTON POINTS SHALL BE 9.2, AFTER THE UNIMES NCONIF M RECONNECT FASTING SERVICES FROM M INTERIOR IX THE WATER MAN USING A TUEVIVON CAMERA 3.2.1. TOMCOMMRMLLV PROVfN,AN INSTALLER MUST L1TSfF'ALL INSURAEL FINANUHI,ANDBONDING MQUREMNTSMME COVERED/PLUGGED BYTHE COMMCTOR SOTHAT RO EBRISSHALLNTER INTO THEM WRING RECONSTRUCTONWONE OKMD RW°RCCUTTING DEW¢THAT REMONES A SMAAL(ICULAR SECTION Of TR LNERTO EKFOSE IT CORPOMIION VAVU OPMER.AND Most NMR HAD AT-ID ILEO RMS ACiNE IO ENENCF AND A MMMUM OF 11ODD MMM MY OF 634. TMF CONTRACTOR SHALL REMOVE ALL MTEI91N DEBRIS OUT O THE PNLIHE THAT WELL INFERMRE WON THE INRALCATIOIL OPENRE1f COMMRCDl NSTA1IAOOOPRES MRDOPPPRODFFSMPRSSUREPREAPPUCATDRACIEPIMUDOCWFNTalOR FMFOBYIR[WTUCFOII W1fN MGH.RlOO1Y ElCLkMFRS,M[HWIGLLY POwfM0f0uNMkM.CMU 9.3. RECOMECIIONS SHILL,BECREE DRESDKTONS NEVEMING EPEE WATER FLOW,AND STALL RE MEND TOM Y OF THEIR OOGNN uNPO(TTNGM AB(M MUST MSMMRI[OTOTHE OWN[R. ATEACHFD DEVKFSfOR FIUDNMOPRllEDOfMOSIF G.,PR POSE IAQURDTHEOWMR SMAIPROVIDEACUMPSITEFOREMADRRAND TOA DERM MQMMDTO COMPLETED(OPEN INF WARR SERVICE CONFCIION TOTHE CUSTOMER SERVED 3]2. ROTI TIRE OPP FUM MANUACTWR ANDTHNMr.INSta ITR VWL(RCMR UNIXRAQW T'MANA(FMNi SYSTEM WIIIOI All DRRHS REMOVED MOM MFPR fXIRIMGM QFANMC•OPFMTON. 10. WATER IMINMCF9INFCIONAND¢FANIIR IS IHIRDPARTY¢RHfRDI°1509000 OR OTHER INTERNATONNIY RECOGNIZED ORMMU.TION 5MNDM05.ADgFKFW1Y.IF 6.3.5. VEMf1UTRTN Of RADMESS TO INSTALL LINER SHALL M FERFORMD BY EXPWRS EN¢D PLONNEL(RAINED M LOCATING 10.1. AFTER PRIGNIF COMPLETION,THE OWNER OR CON7WM S SPECINED BY THE COMRCDf%UMEMS,SHALL RETURN THE PIPING SYSTEM THE LINING INStALUR N NDT IR OM TUBE MANUMCTUREE,THE LINING MRAIUR MUST M FORMALLY UQNSED M THE CHIP STRVIUS,HRM AXT. STACU MAY 5,TIL,THIS INCLUDE PIPE MANDAUS ON 01MN DEVICES VP IU AND INCLUUING CLOSED- TO SERVICE BY CLOVRF OF ALL ACCESS NIS WITH APMOPRMR SPED DRS,SPLS,WAIT ANDOTHER RELEVANT RR FIRINGS. TUBE MMUFACTWRTOIMTALTHE PRODUCT,PROOF OF ISO CHORICATON AND LICENSING STATUS,S APPUCAME.SMALL RE CIRCUIT TFLLWSON.TMF IN WROfTHE FINE SHALL BE CAREFULLYINSPECTED TO DETERMINE THE LOCATION OF ANY ED.2, UPON ACfFPt Of INSTAWTION.THE CONTRACTOR SHALL REINSTATE THE PRDECT AREA AFFFCED IN IM OPEMtIOHi REWIND FORAPPE A LONWRENM S TT MMVENPRR AT I OR NSI AL2AIHUO MI FD TUM. W M I RE IMPREGA UAND SUITABLE HOG GULL R REPT 3.23 IXSON-DTNIfO IXaCN fNMA110N5 FOR ROSH TR RIIMNM AND T[IfANN IOAF N PAMMETTRs wOHTD IN MRRMRUNF WATER MAIN SPECIFICTATIONS AND GENERAL NOTES SECTIONS 1 STALL M SUBMITTED EOR RFMEW AND APPRWAI.THE OPP 9ULL M DVMED S PER ARM M F FUEL.APPENDIX 6.36. AIFEERNa AXING WATER 1FBACK ATOM fO511NG NSIMIL M REPT NE- TO A MM NIMISDSOM TD NTERM WIDE X1.12,FORME FULYOTFRIORARDPMSSUM PNF GSNNTION AND SUII FOLOW THE RFORIIMMNTS SPECIFIRDIN SECTION TNFMORER WSTALIATfON ANOCURF ORTIE(WPUNFII S. 6.3.). TIECDRMCTORSHALLFELDVERINY EUOG111OWATERMAINSE STOBECUANEUAMSLINED L ALL WATEMAINS VIAL RE CONSTRUfR°OF DUCEH FI HON PIPFREPI TAll 5?(OFF-HO IU ANI A21.51/AWWA O5I PATH PLPHONTOTES 3.21. iFMRXURY WADE SYSTEMS-THF CONiRALIORSTMISORMI AVMN IDA PRWIIlNG TEMPORARY WAREN 5EAYAL RUR RHE 6.36. INE CONTRACTOR SHALL ISOLATE OR RL-AM AIR MUSE NAl FROM WA1EN MAN SECTION PAOR TO VIER CONFORMINGTO ANS21.11/AWWACttt.LLL FIfT11-IHAl H.BE MECHATH(AI IOINTAND IRON OR DIIIILL IRON CONMEMHNGMANSI LINING-THE ALAN SHALL DEa3NM sM,AMTRw,AND MM DCIN CH ET=AY MARn To M WD.IT SHATE A- INOAI STAIIATN. LS]/AWWA CIS3 AND ANa n21.A/AW WA(1N MCS SOME Of WATER VRNY FOR I-RMERAIN MAIN AND EHE VO QU WDi0 PROVXF WATER SFEARTY 6.19 MECCMMCTOR SMIL NUEN IF MOST PIPE WTIN CLFAN WATER TOXEMOVE ANY LOOSE DEBRA F THE PIPE SUEACE 2 MUER. NTFSMG.REaIRATM MDDSINFERIDN:ALLWARRMANSSMLLMTESTED,FLUSHED,ANDMN1FEMDINACCORO WIMTM TO FAO!MSOFNCF.THE PUN SWVl NCTUDE DOCUMMATON CORFMMINO THAT MATERIALS SELECTED FOE TEMPORAIN MMORNAL15lANDNG WARRfAOM EHE NVR SINA/KFSOfTM CLEAVE°WARRIMMINPASSNGA VIROEM INIINRNROi RANOARpSROFNAlONS FOR WATRANDYWEn MNN(nNSTRUCTON IN IIUNIMANDAWWASTANDWDl C6MANDC611.iIXlOWING SOVICE CO 11 WITH ANS/NSF STANDARD IT TATTERED MORE SWANS THROUGH MF MAIN OR USE A MOGREGVFEMpMION MTOD TO REMOVE STANDING WATER, SOCESSNL PRESaMF RSTMG AND DINMCTHON PAMOURES,WARR SAMPLE151ULL MCOIUCTED FOR BARERIOLWICAL ANALYSIS ONTWO ISA, TELEVISION MSRCTION CONSFCUTIW LAYS TAREN AT N HOUR INTERVALS.SATITACTONY RESULTS OE I HE ANALYSTS$HALL BE OBTAINED PRION TO PLACING THE WARRISN A. MATEAALS 641. If WNOACTOR SHALI PERFORM CLOSED OMUIT TELEWSON INVECTION OF EXISTING WATER MAINS AT TWO INTERVALS: SMD SEIHVICf. 41. MOMT4BF P0.001N"1 SHal CONSISTDUNEON MORE UYESO ABSORMXT WORN ANDOR/MOMWORN SYMINTK RBFA,VWMOR PRIORTOWSERNINM UININCIIANDUPON(OMNE1ON ELINING IMO:ESSTM CONE TORSHALL PACNIO THE OWNLN B. WNFREVFRASEWERCNOSYSUNDRAWATERMNNTHEMINIMNT-TICALdRMCEFROMTHETMOTHE1 ATOTHE90ROMOFTIIE WMOOT GI SS FIMRMIMON¢MENT,W KNIS{MNUIEDIN MF USA OE OPP tUBFNMMIMPRFGNARD W1111MFPoAY RVNM TNF QUALITY AND DFMIRCN SHATL M ACCEPTABLE 1OR..ww AMN SHLLMT U IH1 AID WAVRENI 1B IIC1411FI.-.,A MNIMW HORMTAL OODISTANCE OF IO MFT MWMN ISWIMV TY WS AO EWATERIMNI MRM TUT ISCOMATIAF WMITMINSTMUINN PRMfSSANGUV6 MND DVD FCMPMEIT.IMORMNTON ON.1 WD SIULL IIXxTIFY1.WAITER MAN SNALLg(MANTANEDUMCSYTHE VWEIF WDIU AVPAMTE MMH,TIIEWAIENTI-1 EPSAMMMUM IYVERIICALSOAMIONC 111 12. THE VIAE VIAL BE FSNCARDTOTIE DM[NSMM55UC11 TiAT WHEN NRALUDWILL FR TIIX TOTHE MRRNLL CPORRCRCMO OF SECTION,DRERIOR O RIMNG.AND IF DATE AND TIME M INSRCION.M OVOS RNAEI UNQUUE WFICF IXSCRRIIXN OF SEWEp:ORTHE UNg51URBEDfAR1H,REFPM6AMMIMIIM te"tlOINAI YPAU11011.U/ATENMAIN WENSFWEq INACCDRDAN(F WIIN SECTIO) MHOS!RPE MING UNED.MAANGALLOWANU FOR RRET(MNG WRINGINfIAIIATION. IME IOCAION O ANY IDNTIFEDOfERS,SERVICE CONNECTION,FITTINGS,FTG 370 35D OTHE ILLINOIS RECOMMENDED STANDARDS FOR SEWAGE WORK,IF FIIOENTE FAITTRALOR NUROONTAL DISTANCES DESCARDABCNE 1.3. INTENINSTALL=TISTAlf,MINSDIAYEROTMTLMFS LlMTFDWRHATRANYUCFNT.NXRURSTICMAIfRMLTHATACRFO 65. RESH IMMfGMTroN CANMOTDMNNTAIMD.MME5EWERCRU5SESM THE WATERLMIN,THE SEWEN SIN)M CONSTRUCIF DID WARRIMM STMMRDS. HEAP MUUM FROM IHE 11411-1 NEIN SYR FM UNDERCANG CUM 6.1.1. THE TUM STALL BE 1MPREUNATED(WET OUT)PMH RESIN UNDERCONTROLLED CONWIONS RIE QUANTITY OF RESIN USED FOR 4. A VF0.TKAL SEPARATION OF FIGHTFENSINMCFRS BIIwFENTOC'EFYERTMTHESE YWfRORORNNANDM(AOWNOF ME WATERMnM llnll Nl 1.4 UNIfORMTMOM6TMTWMN(YIMPRf53OSINRa OTNM PRFSWMS WILL MFT fR U(FfOTM MWIMIIM NMIMNEGNAIIOM YULLMSUffOFM TO FpL THF VDUMIO AM VUIri IN IHt TUBk WHH AWIIIUMtaLOWAE¢SEM MANTAIMO WIEREA WARR MNN OOGSUMXRAYWTN.111mN1 i11F VYlfRORDUIMIMSTONIMNTSF-INGAN-HAKIMi HIS, REQ RMTICNNfSS YfOfNDHMf DESIGN SIIBMRNSISEE Y[TON 3.1.31 POLYMWATMM SHRNR EANDLOSSORMSNTMROUGHCN KSANDIRREGUUR0IE51NTH1000NAIRPF WALL WATFIIMYN,SSIOMI ONtHEPCAxSORAS APPROVED BYTHEENGMLf0.,1YI9M SHNLBE N¢UDEDMiMECORMMWARR MAN. 4.5 FMB-1 TLO[F0.0M MATEANU WHICH,WHEN(IIMD.WILL M CHEMICALLY RESISTANT TO INTERNAL EXPOSUE TO M NG WATER 6.5.3. THE COITRACTOR SINAL ALLOAM 03WER TO INSRR IM MAIERULSAND PRDICIED ES UV D IU IMPRFGHATE IR NM L FOR WATER MAN VIUf ORS.MCONTRAROR SHLLIGIVEM WI2AGEAMNO.IIIM DEbHOMSNOR¢SMCIV SHALL PPWIDE NUIIHLATIW COMMORCHEMCN MDOMMS. 6.6. INRAUATYM, IX M a3EKTED WAS M[ONTRACRMSHNI M MSPONSIMI FON gSTNNMON Of THE NMRICAIION 4B LHEALUBE SHALIN HOMOGLNtUUS ALN(2SS MfN11RE WALL IHOKNfSS(UNTAMING NOINIEI9.EDAIE ORENOVSELATE°FISfOMAK 664 THE WETOUITMEVWLBEINRRIEDIHAOU MAPNIOVfDACQSSPoMTMMEAMOAPUI-INPIACEMTHODORA MRMTOALLAECRDRESME LAYERS RHE TUBE VULL CONIAN NINfORCFMfNI)GRASS.WOVEN FINN M EWAQ IN ORO0.TO WIlMSEAND M MfERNAL RItTVIRE DIRECT IHVfpfION PROCESS,OR A COMBINATION OF THE TWO.M HEAD USED TO MEND THE LINER NM THROUGH THE 4 THE COHRACTOR SHALLNOT OPENOR SHUEAM WATER VAUdSOR FIRE HYDMMTSWITODIPRIOR AUTHONCEATHON RDMTHE WLLAGE OF.NREOUIPTMfNR LENGTH OR PIPE BEING RNABIUTARO SNALL RE SUFFICIENT ENOUGH TO FULLY WEND THE TME BOTH CIRWMFEI MY ), WATER MANSNALL M INSIALLMAT AMMIMUM DEPTH OR 5.5'BELOW FUANISNED MADE AND NO DEEPER THAN B FROM FINISHEDGRAIX 1.1. THE WALL COLOR O1 THE INVROR FR SUMACE OF DIF CRP AFTER INSTALLATION SMALL M A LIGHT MTECTM mLOR SO THAT A CUM ONGRIIOHAI ISE WITOUT THE PRIM WRITTEN APPEOIAL MTHE PMUC WORXSORCTOR. DET 1. TION BUY M MAGE OR TME ANN MOdICT I.I. HARDEN THF INSUIIAIIONBFCRNS,IR CONT-OF-1 DfTfRMNE THE MNNRIM PMSSLIRE REQUIRED TO HOD THE TUBE I.B. IAARAAI1 TUI W-CENT,DNMCFD M OTRNVISE IXEMD MACRPTAMf FOR IW MON TO MSTAIAMIN SHALL M RNCIFD TIGHT AGAINST IF EXISONG RNLINE,AND-MAaMW NLOAVMU RESSURE SO S NOT TO-THE Ml IN IDFR F CUNTRAOORS EXPENSE.UNfR FMMINS DAMAMD WRING MRAICAOIN SIMM N MPAIRD OR RER/ICfD S TO ENSURE A PRWFR FIT O THE CM TUBE 10 THE HOST PRL M NESSURE SENATE M MNNTAMED Ki N THE MMMUM R[COMMENTRE M CONIMFTOR AND APPROA(°MM VNNFR. AND THE MINI MUM NIESSMES UNTIL THE IEVAUATON HAS MEN CONFINE FEE D 6.6.3, THE USE OF A-EXPERT DARING THE INSTALUFION PROOSS MAY BE NEEDED TO REDUCE FACTION.THE LUBRICANT USED S VIEUCIUMLRlQUINTATI 11 SHALLM AHONTOW.NS/ANV61CfMITEDOODUCF S3. MOPP 9UIL BF OFSKRIFOS RP ASTM fl214 APPfNO1tO32EOR MFFDEIY OEIERIORATEDPESVURE AR CONDRNON,ANDSNNLM 67. PRWIDEOSAPRFQIMLIFICATON VNMIRN OEF SFCIONL2.A.MESE OfTNUDULCUUTNN6 SHAllPMNIX FINE BRUT MFRS WftI 6.).t. T10N ISCORfP1ETF0.ASIlTMU NEAT SDMO AID R[CATEDEQIIIPMMSMAILM INED IOORCLUTEIIFATED FOR OR FC35 0.1.X1.1.X14 AIOO i O APRNOq Xl M SIM it216.M Os, SEUIIMRN SMMI ALSO WATER OR INERE°STEM)TNOLK M M PIPELINE.THE EDAPMM SHALL BE CAPABLE OF DEUERNG NOT WATER OR QFMIYIDNIIFYMM PIMICAL PRORERTESSEEDFORRSGN. STEAM THREWGIOVTM NR UNE TO UMfOA. MISEM RFMFMTUM SOVF THE TERiE EREQUIRED M AFFECT 1.2 OTHER THAN WHAT B ALLOWED IN AST M 11216,THE COPY SHALL ASSUMEM3CONIRNVINM TRW THE ORM51NN MNRMOF RESIN.WATER OR MSS)NR. OUT VEANI TEMPERATURE M THE UNE DNNG THE CURE PERIOD SEOUL BE S DETERMINED BY IF 1.1. THE DESIGN OF THE CIPP SHALL BE BASED ON THE FOLLOAING PMAMRM'. CUMAACION. B TMH 6.12. TMF HEAT SOURCE VIAL BE HTIEO WITH SUITABLE MONITORS TO GAME TM RMERATIRE O THE HOT WARE OR STEAM INiERMCROSIGIPF-URE ISOP51 SORNY TO DERRMHE TM FEARMIURES DURING THE CURE DQE,A DaKd SHALL M PLACED S THE MGINNING AND THAMIIOEI REIMS OF THE SERNN NTNG UMI.DEC TEMRMTIR SEHSIEIG IXMCF SANSEI M NACED BETWEEN M N. M PNYSICLL PROPERTIES USF°IN THE USUN VRIMRN ISE SECTION 323)STN)M CLEARLY IDEOIIFED,S A MNMW,IF CORP IMMEGOATED TUBE ANDTIE NVEIN O THE fTnV WG RPE, SHAHAVEILL F FOLLOWING PMSICALPRONRTIES: 6.)3. INFILLCMEWILT M(1N WALINGTEMfRATUREHFAT UP ANDKfOM%FTEO WMFNfIDOYDPOR1XX{5ORMNFW PROP MMD AND 5WWMDIHE REMOTE IEMERATURE MNSOR INDICATES EMT M RMRMME IS Of A MAWTUDE TO HEMUM PROPERR STMTFST METIOD MMMUM VALDE• AN EXOHERM OR CURE IN THE RESN.AFTY A INITIAL CURE IS REACHED,TM RMPEMIURE SHAH BE HEM AT THE POST CUM )MIN FIT.-MOOlUS OR(NESENVE OAO ETMFEG SI TEMPERATURE FOR A PERIW S IXTERMRED BE IM CIXHMCTOR.THE CURE-POCESS VULL TAM ALIO ALCCAXR M IMTYL,I MAI RRENGIH 0)90 ).DDI PSI EASING PIR MATEll M RESIN SYSTEM.AND MDEU COMXNfMS)RMRMIUM.MOR.LEVE.AND THERMAL INTEINTERa1E SMNGM G 6500 P,R E,OF SUE). u. mDE-DOWn ORIT-CONgTION1 AT 1101,R111 1(11 IXGREFS CI 6.BL COO-GOWN aULLM ACCOMPISMFD BY TME INMWUCfMMOCOD WATER iO REPRICE WAIFR BEING dWHEOiROMM "AFOR AUTERIAU THAT W NOT ALLOW SUFFICIENTLY ACCURATE HOOP/AVEFT TESTING PER ASTM DEEM,INITIAL SYSTEM MINM MDOWCTION Of AIP tO Rf lAEMSTEAAUSFDINASTFAMCW.CMFSHALLMTARENNMREUASE TENSILE sTENGM MAY ALSO RE SUBS SATED BY SIIOWITERM BURR RnNG RESULT} M THE 1NEERNAL HEAD SOTHATAVACCUM Wlll NOT IN DMLOPEDWHICH COUDMMAGE THE NEWLY INSTALLED CWP. c rm.- 6.1. PROECTPIANYNG T. INSPE(VONMOTESTNG BE TH(COMRNTOR VU1l MOVIIX MNRAW 1 WLO NOT¢TOMO ERPAORTOMORI2ATIIXN MOMEFR WILL MOTH 1.1. AFTER LINER HAS BEEN CWUD DDVN AND BEFORE OPENING THE SERVME CONIECEON6 A Tfl[MSION INYECFXM O THE NEWLY CU.ROMFRS LOCALRRE IXPSTMEM,ANOtMN MUHKIPALITFOLLOWING M¢IPT OFM WRRACIOR'SNOTI¢ INSTALLED LINER STALLM PNIRORMDTO DETERMINE THAT IM LES N ER ISS INSTALLED 6.1.2. TH(OVNERWtt OFFRAIF Ail WATER MNNVAVES,UIMSTOPS,MDFIREHYORANTS.THEmNVU WILL PRWIDETOTIE ).2. THE FINISED UNMG SMLLM C lNWUS OVENM ENTIRE LENGTH AND M DEE FROM NIS1ML OFFICES SUCH S FOREDO INCLUSIONS, OWNER A SPEOTIC 1 TIME AND DATE YTHE INDNIDUAL WATER SEMCES WILL BE TRANSFERRED FROM THE WATER MAIN TO VETS.NNFOLES,AND DELAMNATONS IF LINING SCALL RE IMPERWOIA AND REF O ANY LEARAGE FROM THE PIPE TO TM SURROUNOMG 1H1 TEMORARY RYPAII PIPING tlTlf M GRWN°UR FROM THE GROUND TOIHE INSIDE Of 1H!IIMO PONE. DIFNT 1 ECT-9 A]OF1p1M 1 DJS OSHA LENTS ITL. PPOU.N0.OIOBO.WI% CHRISTOPHER B.BURKE ENGINEERING,LTD. =«o. 2019 WATERMAIN IMPROVEMENTS °•TEA ]0/2019 9575 W.Higgins ROBG,Suite 600 3,,Pe VILLAGE OF OAK BROOK SOALE ° 1. STENT 3 DE 1B ffB Rosemon4 Illinois 60018 1200 OAK BROOK ROAD PLDT DATE, 3/1/2019 BROOK FOREST NEIGHBORHOOD BRA.INB ND (84,)823-0500 OAK BROOK, IL 60523 °°D.,wN WATER MAIN LINING GENERAL NOTES NOT2 Summary of Quantities ITEM CODE DESCRIPTION UNIT BROOK FOREST 1 20101200 TREE ROOT PRUNING EACH 14.0 2 20101300 TREE PRUNING(1 TO 10 INCH DIAMETER) EACH 10.0 3 20101400 TREE PRUNING(OVER 10 INCH DIAMETER EACH 8.0 4 28000400 PERIMETER EROSION BARRIER FOOT 100.0 5 28000510 INLET FILTERS EACH 34.0 1 6 20800150 TRENCH BACKFILL CU YD 3313.0 7 40201000 AGGREGATE FOR TEMPORARY ACCESS TON 1416.0 8 423OD200 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT 6 INCH SO YD 90.0 9 44000200 DRIVEWAY PAVEMENT REMOVAL SO YD 128.0 10 44201723 CLASS D PATCHES,TYPE IV,6INCH SO YD 4586.0 • 11 56100700 WATER MAIN 8" FOOT 5916.0 1 • 12 56100900 WATER MAIN 12" FOOT 20. • 13 56105000 WATER VALVES,8" EACH 12. 141 WA VAL ES,12" EACH 1. • 15 56400500 IFIRE HYDRANTS TO BE REMOVED EACH 13.0 • 18 56400820 FIRE HYDRANT WITH AUXILIARY VALVE AND VALVE BOX EACH 16. �17J 60248700 VALVE VAULTS,TYPE A.4'-0VIMETER,TYPE 1 FRAME,CLOSED LID EACH 112. 18 60248900 V LVE AUL E A,5' IAM R. ,C 13 66 EACH 1. • 19 605oo4o5 FILLING VALVE VAULT EACH 1. 20 67100100 MOBILIZATION L SUM 1.0 1 • 21 X0324636 WATER VALVE BOXES TO BE ABANDONED EACH 8.0 ' 22 X0324585 SANITARY SERVICE REMOVAL AND REPLACEMENT FOOT 120.0 • 23 X2520700 SODDING,SPECIAL SO YD I qwj- 24X5510100 ISTORM SEWER REMOVAL FOOT 175.0 • 25 X5610700 WATER MAIN REMOVAL FOOT 140.0 1 + 261 X5620102 IWATER SERVICE REPLACEMENT,1.5"-SHORT EACH 40.0 • 27 X5620104 IWATER SERVICE REPLACEMENT,1.5"-LONG EACH 33.0 • 28 X5630006 ICUT AND CAP EXISTING 6"WATER MAIN EACH 2.0 • 295 X6026622 VALVE VAULT'S TO BE REMOVED EACH 2.0 • 30 X7010216 TRAFFIC CONTROL AND PROTECTION,(SPECIAL) L SUM 1.0 • 31 Z0013798 CONSTRUCTION LAYOUT L SUM 1.0 • 32 Z0056608 STORM SEWERS(WATER MAIN REQUIREMENTS)12 INCH FOOT 164.0 • 33 20056610 STORM SEWERS(WATER MAIN REQUIREMENTS)15 INCH FOOT 21. • 34 ZOOD4510 HOT-MIXASPHALTDRNEWAY PAVEMENT,3" SQ YD 38.0 • 35 XXOD9D49 REMOVE AND REPLACE CURB AND GUTTER(SPECIAL) FOOT 954.0 1 + 36 1 N/A JEARTH EXCAVATION FOR ACCESS PIT EACH 2.0 • 37 N/A ISHUT DOWN CONNECTION,6" EACH 5.o 1 • 38 N/A SHUT DOWN CONNECTION,12" EACH 2.0 • 39 N/A CURED IN PLACE WATER MAIN LINING,8" FOOT 68.0 40 N/A REMOVE AND SALVAGE WATER VALVE EACH 1.0 " 41 N/A EXPLORATORY EXCAVATION EACH LLI1 • 42 N/A CLASS D PATCHES,6 INCH(SPECIAL) SO YD 76.0 • 43 N/A CLASS D PATCHES,TYPE II,12 INCH(SPECIAL) SO YD 22.0 • 44 N HOT-MIXASPHALT BIKE PATH REMOVAL AND REPLACEMENT SO YD 13.0 • 45 N/A PVC C-900 CASING,18" FOOT 126.0 • 46 N/A SUMP LINE REPAIR FOOT 100.0 * 47 N 6. ISTREETSWEEPING HOUR 20.0 •INDICATES ITEM WITH ASPECIAL PROVISION E i ovmns ADDENWY 1 o.a DS<aE - -11. D.w o.a Pna.No,olmso.omss CHRISTOPHER B.BURKE eNcweeRwc,LTD. M. ocD 2019 WATERMAIN IMPROVEMENTS DATE, -mis 9575 W.Higgins Road,Suile 600 a VILLAGE OF OAK BROOK '_E, P SxEET. o<.E ffB Rosemont Illinois 0 1200 OAK BROOK ROAD F�T �, eD.a BROOK FOREST NEIGHBORHOOD D+.,NDND (W)823-0500OAK BROOK, IL 60523 mm. D.TE ..T- FILE NmE NWNtEROd.dAA0W5.CNM-SOO.OgDDA001.N. SUMMARY OF QUANTITIES Soom i� MIDWEST ROAD PL I I / ti j 1a�I' z, ,�� ;� 4 rn O ,� P W�• � 1 PLN2 i CONCORD DRIVE LIE 1 OJ/01/19 ADDEIdN 1 DJ9 09DN DJ9 TITLES PR(AL N0.MOM—. CHRISTOPHER B.BURKE ENGINEERING.LTD. a� 2019 WATERMAIN IMPROVEMENTS 9575W.Higgins Road,Suite 600 ; VILLAGE OF OAK BROOK &RIllinois 60016 1200 OAK BROOK ROAD BROOK FOREST NEIGHBORHOOD °"s OAK BROOK, IL 60523 '�'� (947)82M500 DATE NATDnE —1. ORD.YODED,`Po KEYPLAN �,�e aAwE w�ou999a•aoeao9DSAcmneE_nxoaAEr_aoeo.99os,ne KEYPU►N MATCH LINE STA.300+00,SHT PLN3,TOP FRAME — — -- -- \\ 1IVY LANE 1 I EXPLORATORY E%CAVi ••` 40 LF PVC C-2 KVON HIl MAIN. - \�\ FIRE HYDRANTS TO BE REMOVED I I x DEVON5N1 LANE O WATER VALVE BOXES TO BE ABAND T I \\ \\ I FIRE HYDRANT WITH AUXILIARY VALVE AND VALVE BOX / I W VALVE VAULTS,TYA,4'D1:TYIF,CL \\ 20 LF PVC C-900 WATER / 1 \ r� \\ I \ 1 WATER VALVES.B" \\ 20 LF WATER MAI AL / • 2 11 1 T T" ,+^l+ 8 LF W AIN REMOVAL LF REM0 AND REPLACE CURB ANq rJ�TTEfl LSP s i p \\ y� \\ \\ \\ \ A CUT AND CAP WATERMAIN.6" �✓�' W��4"'�� M e- �� s.. i zoz 1 A HUT )OWN 1NNECT]ON, W� + ' 'V/ LANE •SOLI SLE .8 - e• 0\ — �� 4W"x6"IIEE 470 LF PVC C-900 WA E N 8" LOR T Y EXCA A Ag0i 31 LF 5TORl1 S TER MAIN REQUIREMENTS)12 INCH I •B"xB'4B"TEE / '����\ O�4A/ 31 LF 5 WE REMOVAL I \ 1 2 B OF SEWER EPTH AT CROSSING=APPROXIMATELY 3.0' DEPTN OF OP'�IF B"SEWERCf?OSSING=APPROXIMATELY 9.0' +� EXPLOR TO EX A ]ON / V VAULTS,TYA.4'D�,TYI�,CL \\�M� ( / ATER VALVES. / I 428 Sy CLASS D PATCNE.TYIV,6' A Gj O AZ 2 IVY LANE 4 Ivx LANE 6 Ivr LANE 5 lil Z 111 -INDICATES AN ITEM THAT SHALL BE IN LUDED IN THE COST Of PVC C-900 WATER MAIN MATCH LINE STA.41+00,SHT PLN7,BOTTOM FRAME (RIGHT) -- - - - -. 9 1 LANE 1 11 m LAWS I ' T y -y •I OICATES Af M THAT SHALL BE INCLUDED / IIS IN THE COST VC C-900 WATER MAIN 9 IVY LAK ill 19I L \FIRE NY D S TO BE REMOVED 72 LF REMOVE AND REPLACE CURB AND GUTTER(SPECIAL] 21 LF STORM SEWER(WATER MAIN REQUIREMENTS]15 INCH FIRE ANT WIT AUXIL 21 LF STORM SEWER REMOVAL Y VA AND VALVE\ X / 1 SEWER DEPTH AT CROSSIN =APPROXIMATE Y 3.' 7 LF REMOVE AEPLACE 1 EXPLORATORY EXCAVAT ON CURB AND GUTTN SPECIAL) XPLORATORY EXCAVATION I EXPLORATORY EXCAVATION 1 � _1 FIRE HYDRANTS TO BE REMOVED YI / �I\ FIRE HYDRANT WITH AUXILIARY VALVE AND VALVE BOX 190 LF PVC C-900 WATER MAIN 8" w \ E%PIORATORY EXCAVATION 59 CLASS D PATCHES. / \ 1 406 LF PVC C-900 WATER MAIN B" y 6 INCH EXPLORATORY EXCAVATIO / O \\ \\ 6 LF REMOVE AND PLACE CURB ECTAL) 371 SY CLASS D PATCHES,TYIV,6 INCH + —.—.—•----- ANE , —----•- I \�___ ----—~A �'W o � / 1111 W Yi--tie^ Y ~-'6,•,��M + H 41 \\ c:'�M• e^.�W�'r`�' ~~r W^�.r,��—_______ __ OQ y \\� � M ? •B'•x BI(B"TEE �a a \ >toRE4u 5 A N �' �, \rY I ZO \ Ill VA ..TYIF,CL Imo'—+ �A 9 �`i�y+/' •8"x8"x6\TEE WA S,B" ✓35 LF PV C'9 0 WATER MAIN B" DEPTH OF F\SEWER AF.CROSSING=APPROXIMATELY 9.5' \\ I 1 1 I 9 LF REMOTE AND REPLAC WATER AND OUT TER(SPECIAL) I i \ � I 9�x / / \\ `` B IVY lNE I I 16 IVY LAZE 1 IVY LA %'`I9 IVY LAME I \ IT IVY ALE 0 \�� -INDICATES AN ITEM THAT SHALL BE INCLI�ED N THE COST OF PVC C-900 WATER MAIN CLIENT, 1/19 ADDF3dIW 1 OJ3 D3Wt PR , MIOJ.N0.010150.0018 CHRISTOPHER B.BURKE ENGINEERING,LTD. c«o. aD m E 2019 WATERMAIN IMPROVEMENTS JIB 9575 W.Higgins RD90.Suite 600 •••; VILLAGE OF OAK BROOK SCALE, 20' SWEET 9 DF 15 Rosemont,Illinois 60018 1200 OAK BROOK ROAD hOT DATE, 3/1/t019 BROOK FOREST NEIGHBORHOOD OAK BROOK, IL 60523 CD" R' °io1roi0i auvw�n. (847)823-0500 DATE T—OF—is.. D.MDDEL, D.,aN IVY LANE NAWE MwMMroa91—ClIff a MM005n000s..°. KN1 MATCH LINE STA.330+00,SHT PLN5,BOTTOM FRAME 6 LF PVC C-900 WATER MAIN\g" ,�fiee \ 23 IVY LANE 25 IVY LANE VALVE VAULTS'TTA.4'DI.,TY1F,CL V LVE VAULTS,TYA,4'DI.,TY1F,\CL I WATER VALVES,8" / YI W TER VALVES,8" //O / 1 EXPLORATORY EXCAVATION o WATER VALVE BOXES TO AE ABANDONED VALVE VAULTS,TYA.4'D7.,Ty". CL ( / EXPLORATORY EXCAVATION r II.- \ WATER VALVES,e" // / XPLORATORY EXCAVATION " FIRE HYDRANTS TO BE RRMOVED 480 SY CL S D PATCHES/�TYIV,6 INCH EXPLORATORY EXCAVATION // P I1 I FIRE HYDRANT WI7N U%ILIARY // NATE VALVE y0XE5 TO BE ABANDONED II � VALVE AND VALVE B0� 1 �• a 55 EXLORATORY EXCAVATION LF WATER MAIN REMOVAL r \\\ 11 pEMOVE GE EXISTING WATER VALKE / 6 LF REMOVE AND ACE CURB AND GUTTER(SPECIAL) Il VALVE VAULTS TO VED I // '♦� �I // T� s. N�—_-•s^�."W�-F--�c'"—'Wi--.s•• ■ / s.. s•r--�w . Il I CUT AND CAP WATERMAIN.6" II N _ ___---_L-__-L___---__---- _ - - _ -- -_-___ �1.�.a•.1--._. // _ c _ I 5Q u_ �-.r��■�—�r•�—�■�—.e•��r ■ e•• e..,._�r�---.e• ��r•.—�r��w�—. ��r,--ter.-�.e, _-r'_—•s^ N II r / /Y�_ y 209 _ _ 1210W0 _ 1 z _ — _ 1212 _ _ —.�2I7 ~"W'�M I z G 7 /W NE JO _ __-_-__- _---_--_ ---__ ---_____--- _---__---_ ---_-_-_-____ -- __ --- __ _ -1Y1, __ _ N a Y}- Yr-Y-r'->-1--1----- �'_.'_"�11 ��- '--' >->- •e"x8'x8"TEE\\ �\ •8"x8"x6"T� .->--- -- ---F--�-----a-a-a-a-•-1-a-s- CaJ \1 \1 22 LF PVC BOTTOM CAS( I8" 76 SY CLASS D PATCHES.6 INCH 1 E = DEPTH OF BOTTOM OF 5 SEWER AAT-CBOSING; 'pQpR0%�XIMpp77ELY-Ff.B' 1 N / I 11 DEPTH OF TOP OF SANIT EWER AT CROSSING=�PPTRIRIITATELY I2.5' 566 LFI PVC C-900 MAT R MANN 8" (III 23`F PVC C-900 LASINGy 18" 1 / 11 1 DEPTH OF BOTTOM OF STVRM SEWER AT CROSSING=APPROXIMATELY 6.0 11 DEPTH OF TOP OF SANITARY SEWER AT CROSSING APPROXIMATELY 12.2' f/ 10 LF PVC C-9DO WATER-MAIN / 1 EASMUT/DOWN CplNEC7Id" SOLIO S EEVE.8" 1 20 IVY LANE 22 IVY L 24 IVr LANE 16 MOCKINGBIRDIVE/ •8'htB"x TEE 20 (l ( .GALE IN FFFT ttlEMtr 1/15 ADLEIDIN 1 P4 MGN. TITLE. PRD1 N0.M0150.00155 CHRISTOPHER B.BURKE ENGINEERING,LTD. G LRD. OCG 2019 WATERMAIN IMPROVEMENTS —1. 311 2 9 9575 W.Higgins Road,Suite 600 �•�°; VILLAGE OF OAK BROOK SCALE, 2G• SNEEI I I5 B Rosemonl,IMnois60018 1200 OAK BROOK ROAD 101 olio 3�112a15 BROOK FOREST NEIGHBORHOOD OAK BROOK, IL 60523 c.o uscm eeal1i wlnw No. B<7>B2aDSDD D.iE NATURE GE REnS1GN Gee. �aEL, a.a„ IVY LANE PLN2 FILE NINE NWMIIbOR�a0W.0005�C1N1WxN@Mrl-QOWD.OWSN1 t DEVONSHIRE DNVE -IND CATES AN ITEM THAT SHALL BE INCLUDED IN THE COST OF PVC C-900 WATER MAIN J OEVONSNIRE DIi1VE CS � hO � 5 DEVONSNIflf DRIVE X(y / � i DEVON6XIRE DRIVE 550 kF PVC C-900 WATER MAIN B•' I VALVE'V_Z1ULT5,TYA.4'DI..TY F,CL All h� F / / 490 Sy CLASS D PATCHES.TYIV.6 INCH / �- - -WATER VES.B" FIRE HYDRANTS TO BE REMOVED j TEE \�\ FIRE HYDRANT WITH AUXILIARY VALVE AND VALVE BOX V A` e.. •8"x8" " \\ / \\ \ 6 LF REMOVE AND REPLACE LURE AND GUTTE�(SPECIAL I 1 �Qy `�' r,�— _'�_ r,�6 i - 1 EXPLORATORY EX6AVAT10N j ) �_.. `` a•~r"�r — "r.=—,a'.��/ —,, «----•r —.N.—�c_y—ter,--� w�---,c'I--,W,---,w,--,W.--- e �tiw 4 ----- - I i1304 DEVONSHIRE D13N05/WV0E ----- - -- - - ----- --- X�c"�r�� MOori A I �------------- __ E%PLOR TO E AVATION l\ W /ice 8"zB"x6"TEE TORY Fn(CAVATION ----s.--�-'-.-< U.-- --•-`-<.-- -�-.--, — --<-.----- •y-<- -----•-- `�--'•-•-. --, ' DEPTH Ok TOP �� ��ATELT 10.5'--r -<--' \ \ WATER VALVE BOAS T�BE ABANDON \ \ VALVFj VAIA/T5,TYA. TY CL \\ \\ WATF,H VALVES. \\ 83 LF Pf/C-900 WATER MAIN 8" , 2 DEVONSHIRE DRIVE t Q f\ ��' 20 0 20 4 DEVOMbx DRIVE ---- /• c.� �_-- 1 HAMPTON DRIVE l0 pEVONSNIRE dllvE -— SCALE MATCH LINE STA.408+00,SHT PLN6,BOTTOM FRAME \\ 1 DEV DR // IRE DRIVE 1 li DEvoNSHIRE DPIVE i- _- _. _ 19 pEVONSXIRE DRIVE 'v'._:.•.I 21 DEVONSNIPE DRIVE \ 9 DEVONS DRIVE FIRE H RANT WITH X RY VALVA-AN VALVE B0 1 F E HYDRANT WITH AUXILIARY VALVE AND VA1 Dox 1 I FIRE RANTS TO BE REMOM \ FIRE Hyd NTS _ J 7 LF EMOVE AND ALE C AMCGUTTER(SPECIAL) 1 I _I \TO BE REIAd7001V'ED --- p \ ---`-R •B",�L" ER \�� �6 LF R VE A CURB AND GUTTER(SPEC LI EXPLORATORY EXCAVATION I / / 1 XPLORATORY EXCA\'ATI\ C W / / \ \ / c \ [�{ \ \ F--tiw� ".-� 6^'---�N�-v6"F---,N•-�6.. -._I �--,W1-}--�6� W +C \ t6^-- 6_. -----------------------J---__,-------------L---- --L LhLL �� // . \\ / "✓���—_ -- �--�w��r,�r'��r,�e••.—ter ��w��9",--max. __— �/ \\ \ b✓��' e..r� 30_ - -- ----- - ------ --DEVONSH/RE DR/VE --------------- I ly 130 LF PVC C-900 MATER MAIN 8" /�/` _ -_------_-_-- /�-------- ----- --- ---_ --_-------- --- -- Z �\ -71-- J Z \v\ -`� ♦ \\ l" , I .-,-.- —>-- .->->- —>->-�- —.--�->- \V �� ��_. �� 6 i,( ��/�i�� •V •B"x"x6"TEE /J \ 491 SV ASS D PATCHES,TYIV,6 INCH T DEv pE 509 LF PVL ClI�00 WATEW M IN 8" I WATER LVE BOXES TO BE ABANDONED 1 24 F PVC O WE S[NG 18" EXPLORATORY EXCAVATION \+� •� " // ,/ 1 DEb H OF T A 0 36"SEWER AT CROSSING=APPROXIMATELY 6.0' PLORATORY EXCAVATION LVE VAULTS.T A,4'DY..TYIF,CL 1 \\ WATER VALVES,T I ,8••xB,•xB••TEE,/ .R�'► �..q4 "". II DEPTH OF TOP.OF SEWER AT CROSSING=APPROXIMATELY 10.5' 44 lk T P`ry3 TOP F306X / // INDICATES AN ITEM to'rtT SHALL EINCLUDED IN THE COST OF'PV C-900 WATER MAIN zo DEvoNSHIflE DRIVE HgMF 00 LIE 03/01/191A 1 DJSDSLN. 1 DJS TITLE. PROJ.ND.D10150.0D1]B B CHR IS TOP HER B.e600 ENGINEERING.LTD. MA ME flEN6� _L ° rr 2019 WATERMAIN IMPROVEMENTS ro ••�; VILLAGE OF OAK BROOK WD DATE ]/1/2019 B RO65 o oW. f 11DII1ND1860016 ullE 600 SCALE, 20' S WET e K t9 I200 OAK BROOK ROAD PLOT DATE. ]/1/2019 BROOK FOREST NEIGHBORHOOD ArIWD (847)823-0500 OAK BROOK, IL 60523 0 DATE CIIVD. MODELKD:, DEVONSHIRE DRIVE NFILE NAME N PLN3 25 DEvo161m1E DRI z7 DEVOWSNIRE DRIVE 20 0 20 / \ FIRM HYDRANT WITH AU%ILIA VALVE TANI LYE BOX FIRE HY RANT WITH AUXILIARY VALVE AND VALVE BOX / l SCALE O W LLI / j. `-REDLL�1� / O 6 LF REMOVE AND REPLAC / 7 LF REMOVE AND EPLACE CURB GUTTER(SPECIAL) / + 9„1CURBA GUTTER SPECIALj / EXPLORATORY EXCAVATION 1 / •- R PLORATORY EXCAVATION\ 29 LF S SEWER(WATEp MAIN REDUIREMENTS)12 INCH r 24 LF TORS WER REMOV QO JI)•�+e,. -� / {�L /ice/ BOTTOM OF SE DEPTH A\CROSSING=APPROXIMATE 2.5' W p _ _ O `• %PORA70RY E OR TORY EXCAVATIO C LE%CA t7 / B'Sre"xfi'_TEE �\ �r., / 272 LF PVC C-900 WATER MAIN 8" \\ ��� •'\ / /Jr ./ % \' 319 SY CLASS D PATCHES,TYIV,6 INCH /r FIRE HYDRANTS TO BE REM D DEPTH OF 70P OF 8”SEWER AT CROSSING=APPROXIMATELY 12.0' / \\ I 136 LF PVC C-900 WATER N B" VALVE VAULTS.TYA.4'DI.. IF,CL // / \\\ • 1 ` 29 DEVoxswRE DRIVE •8"x8"x B"T I \� WATER YALVES,8" '-INDICATES AN ITEM THAT.SHALL BE INCLUDED IN THE COST OF PVC C-900 WATER }i DEVONSH]RE DRIVE / }0 DEVONSHIRE ORI E \ 5 Q• - -- ' � `SNE gE� - Mpt Sit e�,N, 33 DEVONSHIRE DRIVE 135 DEVONSHIRE DRIKI 137 DEVONSHIRE DRIVE 39 OEVONSIWAE WIVE 141 DEVONSHIRE DRIVE III FIRE HYDRANTS TO BE REMOVED FIRE HYORANiS TO BE REMOVED I XPLORATORY EXCAVATIO I �I 1 FIR HYD ANT�17H AUX LIARY VALVE AND VALVE BO% 1 III 1 h \ ] dXPLORATORY EXCAVATION 967 ISY CLASS r PATCHES. YIV,6 INCH FIRE HYDRANT WITH AUXILIARY VALVE AND IV LVE O% `1- W �a 0 A 0 Y E%CVT 6 LF MO A�REPLACE CUR AND GUTTER(SPECIAL) G �� r->-- -F>->->->->->->-�-.- -) u, 1 6 LF EMOVE AND REPLACE CURB AND GUTT (SP IAL) NPL ATORY EXCAVATION �- } %PLO TORY EXCAVATION F 1 •.--.c•"—�W�-.-�c_��.w_--_\- c. .� �c•��W��s-�--•w �oaC II II .,y'/ y_�r Ww 41 Wr—�e••��r��r•�—.W�—.w�--�w�-I r•�� w e••��r��e••W.—. 1715H00 _ _1 _ _01b LI H DEVONSHIRE DRIVE 1 z U i 1\A ���•w. y - __-- --- -.t--�__� -- 7_-__ ____ _--T -_ - J._ \- __ ____ _ ___ -___ CL q v y'oy / Y__, .-.>->->->->->->->->- ---, ,- + 1�� >->----__ I� L> �,. ___ > > • >_ - �� � � � ��� a y -- - •B"x8"6"TEE 24`F ST SEWE TWAT MAIN REQUIREMENTS)12 INCH 590 LF PVC C-900 W T4 MA[I1 B 1 24 LF ST'RII SEWE RENO I I •8"x8"x6"TEE TO w P fIG=AP O(]�A EY2 O / / \ \ / 30G PVC C-9)0 CAS NtVG IB" \ I DE H OF BOITI7M OF STdRM SEWER AT CROSSING=APP RO%[MATELY 8.� I �A�f9 _----� /// \\ \\ / EPIN OF TOP 0f 8"SAAAA IITARY SEWER AT CROSSING=APPRO%IMATIF �7 / }0 DEVONSHIRE DRIVE J6 DEVONSxIRE DRIVE / 0 0 DEVDId10RE DRIVE 90 DEVONSHIRE DRIVE -- CLIENT• 9 AODEMIAMI 1 � TITLE. RRD.L H0.DIDI5D.Do1}5 CHRISTOPHER B.BURKE ENGINEERING,LTD. D D D s DN D. x0 2019 WATERMAIN IMPROVEMENTS DATEi "2019 9575 VV Higgins Road,Suite 6GO ••+•e VILLAGE OF OAK BROOK =CwE. =o• SHEET 9 DF 15 JIB R_AIToRt,IIND01960018 1200 OAK BROOK ROAD ROT DATE },,,9019 BROOK FOREST NEIGHBORHOOD ..N HD. OAK BROOK, IL 60523 —Imo`" --- (8471DEVONSHIRE DRIVE 8230500 Ho DATE IMTIAE of—SE. DIWD.uoDEL. Dr+wH FILE MYIE NWIENWUIVP060.000SVATIFIIMIOEVR.D060.0005A�t �NO 43 DEVONSHIRE BNVE ),�:r 45 ONSHBiE DRIVE / 4T DEVONSHIRE dUVE 19 OEVONS 51 DEVONSHIRE.1. / I VALVE VAULTS.TYA,4'DI.,TYIF,CL FIRE HYDRANTS TO BE REMOVED /3 DEVONSH E-OM / WIATER VALVES.8" FIRE HYDRANT WITH AUXILIARY VALVE AND' A GE BOX/ 1 WATER VALVE BOXES TO BE I / i 6 LF RI`MOVE AND REPLACE CURB AND GUtI (SPECIAL' p I 504 Sr C{.AIS D PATCHES,�.XIV,6 INL♦!\ +¢ / '.. I I 1 EXPLORATORY EXCAVA]ON Ali x c••�--ten---� w.---.s^�—.x.--�s-�-�w�---�s•'�W.-T---•c-�--.x.--.s-��w�"°-.--1^w�--'v _ -mow I H H.O. W��e••�—.W w�—�e-_,—�x�-�e=. .w�--�e•.—mow.—�e•••----� �--�e•�� -.. �yw323 �.M z m s DEVONSHIRE DRIVE — J 4 ~4• �� i EXPIL 0 Y EXCAVAYION --- ---� --7 ----T -- --- --- - 7 1- --- H d 26 P I EXPLORATORY EXCAVATION \\ VL�C-890000 CASING,18" Q H -•--`-` ~`__` -`---` F TOPT AFIITARY-'SETYER TCMjg1 A EWER"r PPRO T LY 2.5' EXPLDR cn a I 1 544 LF PVC C-900 WATER MAIN B" II •B„xB"x6"TEE ' WATER VALVE BOXES TO BE ABANDONED �.... \\ \ VALVE VAULTS,TYA,4'DL,TY11,CL / / \\ `-------------- y I I WATER VALVES.8” AZ r� 2 b I 107 LF PVC C-9GG WATER MAIN 8" / -- \ -------- •� J II I = � 1I w t1 Ox DRIVE <e°EVONSNIRE DPIYE 20 o 20 SO DEVONSHIRE DRIVE � A SCALE IN FEET MATCH LINE STA.401+00,SHT PLN6,TOP FRAME 95 DEVow mRE ORIVE 57 DEVONSHIRE°FIVE I 95I�OEV'ONSHIRE pt1VE 61 DEVONSHIRE DRIVE 2 IVY LANE II 1 1 N I .{� ---" p FIR HYDRANt WITH AUXILIARY VALVE AND VALVE BOX 423 S ITCHES.TYIV,6 INCH MOR'1'DRY EXCAVATIOp F RE VE AND REPLACE C AND GUTTER 1 PECIALI I�-'---- / \�'� � S IRE HYDRANTS TO BE REMOVED otic-�W"�'_-- �----36� ��c- 4� h E P AAI Y YNAL 11 \\ \ e1 y F- s3DEvoNswREa+rvE �� -__-- --/r---------------T__-_-T__- _-___ WN y�"—DEV SN HIRE DRIVE—___— --�\' n ._ cL LF STORM SETT R N REOUIREMENTSI 12 I�CN FV-= 29 LF T REMOVAL Q y \\ !/ I SEWERI PTH AT CROSSING APPROXIMATELY 2.6' \ ♦ II \\ y\\ 517 LF PVC C-900 NAT - .8••x8••6"TEE I 11 \\ I �IIt 28 LF STOP R(WATER MAIN REOUIREMENTS)12 INC I II \ / e 28 LF S SEWER REMOVAL I II BOT OF SEWER DEPTH AT CROSSING=APPROXIMATELY .6' I 11 \ X TA��/y�2 /l y`' /ii/ XPL A Y EXCAVATIOo 1 III IN a ��oArq , d9 / j II 4 j X9'% 9O \\ sD DEVONSHIRE DRIVE GO DEVDN9IIRE DRIVE II hhh 2�IVY LANE I _- Et 1 °l/Ot/19 AODEMWM 1 09GM OJ9 ITL• PRQL N0.OIOISD.ODIM CHRISTOPHER B.BURKE ENGINEERING,LTD. D� �. M E 2019 WATERMAIN IMPROVEMENTS 9575 W.Hi gins Road,Suite 600 4.1`; VILLAGE OF OAK BROOK BRD9aRDD,,IIBDDl9soo,e 1200 OAK BROOK ROAD ROTEDATE, 3w2019 BROOK FOREST NEIGHBORHOOD 11ONw0f1S (847)823-0500 OAK BROOK. IL 60523 D.TE _UINE OF NE V1°IDN DMD. b °iw+an DEVONSHIRE DRIVE FILE WANE swMWWanWoe°DomvcNeur_Nxos-�vm_aoc000m.Nl PLN05 Iz HAMPTDN DHIVE \\ 1 //'--- Io NAIPTON gDVE � �� � 0 xANPipi DxrvE \\ 1 \\ ry EXPLORATORY E%CAVA ION I FIRE HYDRANTS TO BE REMOVED FIRE NYDRAN�y' I41ARY VALVE AND VALVE B \ I I EXPLORATORY EXCAVATIO1� 1 I ,A- LF RE VE 18 AND GUTTER 1 PEDIA 1 / / c •8"x8"x6"TEE ie MAIIPiON DRIVE ///326 SY LLASS D P \ 5.TY\'IV�.6 Fie � I j //..� <OB LF PVC -900 MATER MAIN //J t SEWER �9J' J /// /`t 29 LF 5T M SEREMOVA �IN"REOU]REMENTS)12 INCH ! T\\\ 2/3 sy��y j �► 80TTOM SEWER DEPTH AT CR SING'�PflROXZAT1y 2s ' ys f Alt o 2ro azo 9q�1x \ �' / SCALE IN FEET \\ M xIRE DRIVE 9 HAMPTON DRIVE 0� AOsX� _ Tp!DRIVE A Ix1pI15NIRE di1VE \\ ♦ \ r T..>rg.ea rDM G S 1I ♦, \\\\ XPLORATOflY E%LAVATION FIRE HYDRANT WITH AUXILIARY VALVE AND VALVE BO AND REPLACE CURB AND GUTTER(SPEC[ -� / •8"x8"x6"Tcc C \vi \ -� / °" --- v Hd +w,.... / / 107 _ .�� N CD 1.- HAMPTON HAMPTON D/I/VE-- ------ Z z 'III V ` Za,B SY CLIy S D PATCHES.TYIV,6 INCH \ =d \ ` 1 T HAMPTON DR \\\ 1, 292 LF PVC 0-900 wATiR MAIN18" I H= Qcn 9 N—T1. \\ II 3 HNIPTdI DRIVE 11—TON DRIVE -. LIE "olna ADOEHoIIM 1 DJA D$DK Das TrcLF, PRDJ.ND.OIDISO.ODl3s CHRISTOPHER B.BURKE ENGINEERING.LTD. • e D, aCD DATE, ronam9 g575 W.Higgins Road,Suite 600 ••��; VILLAGE OF OAK BROOK x„IF, �, 2019 WATERMAIN IMPROVEMENTS SHEET 11 DF Is CBR- nnL„Iinois6DO18 1200 OAK BROOK ROAD PLOT DATE. SA/A19 BROOK FOREST NEIGHBORHOOD A,R OAK BROOK, IL 60523 DADS aaw«� IVY LANE 1847)823-0500 No. DATE NATus of REVISIMI CNI(D.MODEU 1- PUN PnE NAA"E r"ouWmoc"mea.Daoswner_n'oc.xmaoea000s.Mn -INDICATES AN ITEM THAT SHALL BE INCLU N IM COST OF PVC 0-900 WATER MAIN I 0 0 10 fl I I - SCALE IN FEET +NI I i t 100 LF PERIMETER EROSION BARRIER i I li II 13 Y HOT NI%ASPHALT BINE PATH fl R �CEYENT (v I I 68 LF CURED IN PLACE NA ERMAIN LINING,B" LF WATER MAIN REMOVAL j PARK/ ]0 LF LF REPVC C-900 WATER MAIN 8" 1 .� WETLAND I 1 10 MOVE AND REPLACE CURB AND GUTTER(S\C�ALI 13 LF REMOV AND REPLACE CURB AND GUTTER(SPECIAL) I I \ 1 FILLING VALVE VAULTS 1 \\\\ 7 LF PV C-900 WATER MAIN B" I EA SHUTDOWN CONNECTION,8' \ \ ZR-MAIN-REMOVAL1 EA SHUTDOWN CONNECTION,12" •8"SOLID SLEEVE \ 012"x12"x8"TEE EXPLORATORY EXCAVATION \ 8 SY CLASS D PATCHES,12 INCH(SPECIAL) VALVE VAULTS.TMA,4'DI..TY IF,CL VALVE VAULTS TO BE REMOVED n WATER VALVES,8" -�A------_.,{-W AL (Q,I� 10 LF WATER MAIN REMOVAL -- --__+ 10 LF PVC C-900 WATER MAIN 820 LF PVC C-900 WATER " ---------------------------------, 112"SOOLLIDDSILEEVENNECTI0N.M2tN.12' --8„ F--.-- 8' _._-�_ ------8--------W-------8., h---- '0'4' - DURATION AND TIMING OF WATER SHU , 1 W -i li DOWN SHALL OCCUR WITHIN LIMITED F. WINDOWS AND REQUIRE COORDINATION 1 EA SHUTDOWN CONNECTION 8" 1 WITH BUTTERFIELD COUNTRY CLUB. .8 SOLID SLEEVE ADDITIONALLY,TME 12"VALVE CUT-IA I •8"AS DECREE BEND SHUT DOWN SHALL OCCUR SEPARATEL 1 EA SHUTDOWN CONNECTION.8" FROM THE WATER MAIN LINING 7 SY CL S D PAT S. Y 1.12 INCH(SPECIAL) •8"SOLID SLEEVES SHUT DOWN ---- ==- - ----- ----------------------- _- 1 OIC %A_ EARTH EXCAVATION FOR ACCESS IT � - _ 1101 _ 102 1� EARTH E%LAVATION FOR P T SY CLASS D PATCHES,121 N ��-------------- -._____-___--_---__---_ -_-_. -- __ ----------------- -- -_- ----...r_� I I I � I , MOCKINGBIRD LANE ---- --------------------------------- -- �I - ! \ � 11 I I 1 )J I I I � I 31 I V1 I I I I I I I J.I_I_ LIE 1 03/01/19 ADDErbr 1 �_' v TITLE. MOJ.N0.0I01W.00136 CHRISTOPHER B.BURKE ENGINEERING,LTD. 2019 WATERMAIN IMPROVEMENTS9575 W.Higgins Road,Suite 600 9S VILLAGE OF OAK BROOKDATE. J/1/2019 BRosemont,IMnois60018 1200 OAK BROOK ROAD BROOK FOREST NEIGHBORHOOD(84,)82,-0500 OAK BROOK, IL 60523DATE WATMRE DFWEY1 . MOCKINGBIRD LN AT MIDWEST RD PUVA FRf XAME WWAEYWQ�AIOWRD�t\CIMSJ'UIDTJNDf10De0A009Y,1 MAX 022.5 19.5 ezc wxREeNFRrsNEMCOMuiREP"DONAL /20.D o.zs AT 019.5 RbTRCT SENSRIVe NnNRRAI�. RYNlAOOEMNREYTORA OOM 1y la GAUGE,MwX.6-MES.STAG FASTEN WITH MM.10 GAUGE WIRE, PER FOSn 11.00 0.25 DESCRLPTIOX A R ION M-530 OSMN CONTROL BLWKEi 1,25 uNtL IUM 530 PBOMFORCEbiN6XT MPT(IRj'NRR NET�LOSIR'AKE MBTN,TAKE GULEI'PROt&PION 560 FABRIC DROP I I FENCE IIRRLXI-561D 9EDMeM BAG/FlLTSR 0.125 1.25 T'� PPRBRIC FABRIC i eT L-SOBSP C RT INLET PROTECTIGN-SILTPENCE SHR FLOW SHEFLOW PROTECItDR IML IL5088T C LVERI'INLET --HE DR �.00 14610 PE OIITLETM PIAT AREA a 146(1 RPE OITTIETM CHANNEL T� AN C.-E,BACKFILL DITCH CHECK IUM-SI41N: PLASITO PERMEABLE ] 0.125 0.125 1.25 TO,BECCTIHERADTRC �- M-514RC N CONTROL 1.25 L )"( IUM-SI4SC POROUSCONIROL IUM-S14UF SYNTHETIC FOAM cEOTEXTRE9 NOTES: SIdCE METHOD TRENCH METHOD IUM-514VC REGECATED EROSIONCONTROL FRAME,Top rina coMI——from 1 1/4"• 2.00 SEC7TON A-A IL605G RfIT`K CD�K DAM-COARSK AGGREGATE L15R ROCKC KDAM-RIPRAP 11/4"x 1/E"anpe.Baca Ino fobrlI oWd T 1/Y'x 1/B"rcllanr»I. nose 125 J 0.125 W Sf OR DEWATERUG IL-650 SUMP PIT PLAN nd eMMENT, nDfOck trotetl METAL__ wOASxOUR�T' IVME�S4RW TEMPORARY CONCea're.WASNOLTI'- frpn 1/4" 1/<" bt. ateN c formiTb FABRIC FLAP TO Ei TEMPORARY CONCRETE WA UT-MBARRIPRMRWALL to STM-A16. -/o PPgR�NCE COVER CURB BOX "'� REPLACEABLE BAG(Conetructa°from NOTES, w enSf OR Irosls TOaeTldR lao•cLocKwlsE n-co.....nol%prop lens .-STAKE AND DRIVE BOTH POSTS 18'INTO GROUND. E02S: aeotentile relnforce0 D PdYsater FRAME:Top rin0 conntructWd from 1 1/4"K I.STANDARDS PER THE NATURAL JUSOURCBS CONSERVATION SERVICE AS PUBLi3HED IN THE stalnlese stet,drop and lock.rIM from txl/28z OW RI.HOOf .r Nantlles TO ISNDRMSTUfSF4FnND6SLFR_SW7I�H"PAB_WC ILLINOIS URBAN MANUAL,IATSST EDITION. and eUepanclon Dracksic conntructetl POSTOONED AS SHOWN. om 1 1/4"K 1/<"flat stack.AM areal gTEP 1 STEP IT T TNOIS TTRBAN MANITAT.F-ROSION CONTROL SYSTEMS INLET FILTER PROTECTION ROTIND conformin0 to ASTM-A36. REPLACEABLE W.Constructed From �-.-� N41EM: ATTACMNG TWO SILT FILTER FENCES aeote%flea elnforce0nD DIMYert I.TEMPORARY SILT PENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WOBK IN THE AREA m eti.Connected to Dane rl TO ROTECTED.TEMPORARY SILT PENCE SHALL BE MAINTAINED THROUGHOUT THE VARABLE-TO MEET EXISTING DIMENSIONS stclnless sttel atrW and lock.-h CONBETE SRTRT'AUPCTIIION FEE nD AND REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND AND FIELD CONDITIONS(SEE NOTE 2) UuI 2.MATER PABRICCLAN SSLIMEWITH EpUrvALsrv'POPENIND SUIE OPN AT LEAST 30 FOR NONWOVEN A NLE IN ACCORDANCE WITH STATE STANDARD GUTTER BEH Ot ISEE NOTE 2) INLET FILTER PROTECTION CSI IRR BOX T5 POR wov'P-'N. 3.FENCE FOSIS SHALL BE EITHER STANDARD STEEL(EITHER T OR'U'TYPE)OR WOOD WITH A SAW CUT FULL DEPTH INCLUDED MINIMUM CRO-SECTIONAL AREA OF 3.0 SO.IN. IN THE COST OF SIDEWAU(OR DRIVEWAY REMOVAL PAY ITEM SEE STATE STANDARD 606001 Y'� F.ROSiON C:ONTROI.BARRIER PROPOSED HMA SURFACE(IF APPLICAPLE) FMYTHS SIDEWALK.DRIVEWAY.OR GROUND I DR - DWVEW - A I''YP) ISA R OW --------- "' EXISTING OR PROPOS ED I 1 PROPOSED EXPOSED SURFACE.SIDEWALK. SIDEWALI( 4� a4PROPOSE. DRIVEWAY PAVEMENT OR SOODING(SPECIAL) SING OR PROPOSE 1 JODUSS UCIION SNEIVALiC ----- SUBFILE BACKFILL WSTERIAL I NOtEI 4� � �4 BASE G CONCRETE PAVEMENT.CONCRETE PROPOSER J/4I(20)P.DIRAT D EXPANSION.PINT BASE COURSE OR FLE%IBIE PAVEMENT AT CONCRETE SIDEWALKS. THE AND MENTOS. CLUDEO IN THE COST OF THE PROPOSED RESTORATION SAW CUTDEPTH INCLUDED IN THE COST OF RE ITEM A REMOVE AND REPLACE CURB AND CULLER(SPECIAL) CURB TRANSTTo y PROP PROPOSED PAVEMENT REMOVAL AND •2-/8 EPDXY COATED SMOOTH DOWEL BARS(15-LONG)INCLUDED DEPRESSED OVER].5''TP.I l'�w 1�Xiri' M e% gKI LSA PROPOSED P.C.C.BASE COURSE.5-(MIND IN ME COST OF REMOVE AND REPIACE CURB AND GUTTER(SPECIAL) 4^COMPACTED CURB TRANSITION FROM INCLUDED IN THE COST OF REMOVE AND C b BASE CnURSE 6'P.C.CONCRETE DEP�RE%IEDTOVPOE REPLACE CURB AND GUTTER(SPECIAL) 2`K R 1.5(R'P) mm UNSUITABLE SUB-BASE MATERIAL TO BE REMOVED.IF DIRECTED BY THE ENGINEER,SHALL 1.SIDEWALK.DRIVEWAY PAVEMENT OR MEDIA SURFACE SHALL BE SIMILAR TO THE NATMATERIALSL BE REPLACED WITH EITHER SUB-RISE 3i'PRBMRMED GRANULAR FERAL TYPE B OR--THICKNESS BEING REMOVED AND WILL BE PAID FOR SEPARATELY. T•XPA8HN JOINT' SEC'ITON A-A BF CONCRETE. MATERIAL TAPE VAR183 2.CURS 0R CUNT AND GLITTER REMOVAL SHALL MATCH THE ENGINEER OF THE EXISTING CI%iB OR /-I- APPROACHES 12%MU.BY°MAX.) REMOVAL AND REPLACEMENT 4- URB N LESS IS(SPECIAL LIMB AND CUTTER lMLE55 OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD NOTES IN THE REMOVE AND REPLACE CURB AND CUTTER(SPECIAL) I FIBER EXPANSION NjOINT ALONG THECTM COMMON LOT LEVE BE SICSTS DEPTH-D. PREMOUDED REMOVAL AND REPLACEMENT IN EXCESS OF 4-(100)WILL BE 0.LONGIiUDIXN BMS.IF ENCOUNTERED IN THE EXISTING NRB OR CURB AND GUTTER.ME ESSSOHALLL BE ONSTRUL WILT TWO SEPARATE ATE PLACING OMMON DRIVEWAY 'MIN.HMA NSIRUCTED WTIH TWO SEPAMTe PLACING AND FINISHING SURFACOUR3E D FOR IN ACCORDANCE WITH THE ARTICLE 100.04 OF THE NOT TO BE REPLACED.CUTTING AND REMOVING LONGITUDINAL BMS SHALL BE INCLUDED OPKRATIo S,ONE FOR EACH APPROACH. STANDARD SPECIFICATIONS. IN THE COST OF CURB IXC CURB AND GUTTER REMOVAL AND REPLACEMENT. WROTH AT R.O.W.SHALL BE A MAXIMUM 20 FEET. BAST$OF 5.THE COST OF HMA SUBAGE REMOVAL IN THE EXISTING GUTTER FLAG SHALL BE INCLUDED WAY H L BE AN IOOT APPROVED CUSS W MU.THE USE OP WELDED WIRE MESH IS 6'MIN.COMPACTED CA-6 h OHIRBITED.AL THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT IN THE COST OF THE CURB AND GUTTER REMOVAL AND REPLACEMENT. 1,ALL EXPOSED "CRETE 9URPACES 6FW.L HAVE A,BOOMED FIMSH. SF.C770N A-A PRICE PER FOOT(METER)FOR"REMOVE AND REPLACE CURB AND GUTTER fSPECIALI" 6.THE REMOVAL AND REPLACEMENT 4F THE EXISTING CURB OR CURB AND GUTTER SHALL INLETS VALVE VAI:LT3,B-BOXES OR OTHER SIRUCNRES ARE ALAWED RR BE DONE IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF SECTION 440 AND 6116 CHAS dRS IYALK. ALL DIMENSIONS ARE IN INCHES OF THE STANDARD SPECIFICATIONS. 6.APRON/91DEWALK SHALL BE POURED SEPARATELY. (MILLIMETERS)UNLESS OTHERWISE SHOWN. i.THE LOCATIONS OF REMOVAL AND REPLACEMENT OF EXISTING CURB OR CURB AND GUTTER T.iG-FIBER EXPANSION JOLYT SHALL BE USED AT BOTH APRON/CURE AND APRON/SIDEWALK TUE. NOtF"¢ SHALL BE DETERMINED BY THE RESIDENT ENGINEER AT THE TIME OF CONSTRIICTIOILAN IDOLAPPROVED MEMBRANE APPROMEMBRANE CURING COMPOUND MUST BE PLACED ON THE FINISHED I.DRIVEWAY WIDTH AT R.O.W.SHALL BE A MAXIMUM OF 20 FEET. S.CONCRETE PER IDOT STANDARDUSPECIFIGTONS 1020.13 AND 1022.01�IHDOT APPROVED PAILS VE VgULTS,B-BO%ES,OR MHER 5fRUCTURES ARE ALL(]W'ED REWESMEMAT 1.N_ APPROW`ITNIE�URING%SNERLINGPRODUOA WIRLBEPP-LACE IN APPRUACD 6R 9GCEeNLLK. REMOVE AND REPLACE CURB AND GUTTER (SPECIAL) P C CONCRF.TF.RESIDENTIAL DRIVEWAY APPROACH HMA RF.STI�F.NTTAT.T)RTVF.WAV APPROACH 1 0]/01/19 AOOF2AIM 1 0.15 DSGTd OJS ITL PROD.N0.010150.00135 CHRISTOPHER B.BURKE evcweeRwc,Lro. f �o- X2019 WATERMAIN IMPROVEMENTS VILLAGE OF OAK BROOK DATE, ]/Of IS 9575 W.Higgins ROaG,Suite 600 Oe 1200 OAK BROOK ROAD scLLE: �" BROOK FOREST NEIGHBORHOOD SE"' a 15 CB Rosemont, TIGIS 60018 POT DATE( ]/1/2019 XIT G p (847)8230500 OAK BROOK, IL 60523 DATE NATURE OF REVISION CHAD. CtlMDELSERI °.� d.r CONSTRUCTION DETAILS FILE MAGE NbMBIIOdtVN050.00D 1VIHN N-OETLWM3POOMS.eM DET I --on--, ]"MDT-NIX ASPXALT AM.W NIX D.NSD EXISTING GRADE LOX ................. .................. ......... ....... ..................... ;....... ........... ............ � AGGREGATE BASE CORSE.CA-6 TMrAT..qV.CTION PFDRSTIRTANIRICYCLF PATH SEAL ANNULAR SPACE,TTP.EACH END(SEE NOTE 21 PVC C-900 CASING.PIPE DIAMETER(SEE TABLE) TRACER WIRE IN CONDUIT TO BE INSTALLED THROUGH CASING PIPE CARRIER PIPE K CASING \-CASING SPACER.TYP-TO BE LOCATED NOTES: APPROXIMATELY EVERY 6 FEET.ISIE NOTE It 1.CASING SPACE TO HE CASCADE MODEL CSS OR APPROVED RQUAI,AKI[I ATTACHED TO PIPING"ETAL STRAPPING. L- I WATERTIGHT SEAL AT ENDS OF CARRIER PIPE(TITUNDER]LENE CORP. REAL OR APPROVED EQUAL, ?EOR WATERALKIN ALL PUSH JOINTS IN CASING SHALL HAVE EAGLE LOC 11040 *- INTERNAL JOINT RESTENINIT SYSTEM TOR APPROVED EQUAL) N©rte GANEDEE -C PIPE DIA CASING DLA. ""A=7-1= I IV 1107 TC IS' N" TECHNICAL GUIDANCE MANUAL WATER AND SEWER SEPARATION REOUIREMENTS (PER TEPA) STEEL CASING PIPE DETAIL LIEN A 1 DA I MR. PROD.N0.010150.00135 5DEI CHRISTOPHER B.BURKE ENGINEERING,LTD. 2019 WATERMAIN IMPROVEMENTS 3/1-19 W.Higgins Road,Suite 600 VILLAGE OF OAK BROOK WNIVET 14 GE 15 Rosemont,Illinov,60018 o-I BROOK FOREST NEIGHBORHOOD No. (847)823-osoo mm DATE I NATURE OF..S.. M.- CONSTRUCTION DETAILS DET in. 1200 OAK BROOK ROAD JIB g... OAK BROOK. IL 60523 -cclo" IE NAME -"s 21 'TATER"ON LID P CA�gST CONCUR ADJUsrinc: _ I MAXMLM MUM, N A'P'1FGRe FPAME.AND IOIU L L LR ' THE BONNET SHALL K PAINTED A112 L S FOLLOWS, HYDRANT FLAG ANCHOR ETIT IOER"'I"RIMRF. I ! COL. PAINT SPECIFICATION BONNET TO 11—TH.MALI I BUrvL RUBBER MUELLER SIVA CENTURION 200 I STI.SIRm WlPI ) GREEN GLIDDEN CO.PAINT N0.AST MODEL RED.A-423 WITH BREAKABLE BETWEEN EACH IAS'ER j STRUCTURE GREEN OR RUST SAFETY FLANGE ••ST6eL 13a SCAT MACK GREEN W.133 POM 1R. I Jj ALL RT CAPS SHALL BE PAINTED _ PRIMER SH WIN WILLIAMS KEM BOND MI THE FIELD WITH PRIMER ERERYIIN HS UNIVERSAL METAL PRIMER NILLIWS KEY BMD M UNIVERSAL T 1011 TWO MANHOLE I METAL PRIMER,AND PAINTED A HIGHLY .EPS SHALL DE aEMOV6D HYDRANT IN THE BE SAND BLASTED AXO fEFLECTIVE WHITE COI.ISNERWIN I ON TO FINAL m3PECTIOH tILLIANS INDUSTRIAL AL B54WWHITE BIT'L RUBBER I SERVICE TO BE PAINTED IN THE FIFLO WIN PER YIR _ _ WI JIA TRAFFIC RILL DIVISION WHITE 1 BCGH UBBERRYP.1 (51ERWIN WILLIAYST KEM BOND M PAINT NO.IM61 UP TO LO UNIVERSAL METAL PRIMETU AND PAINTED CAST IRM VALVE BOX(TWO PIECE A GREEN COL.ICAI.EN SAND 3 1 EL REINFORCED UR TO LOT LINE GREEN ND.45W OR RUST SCAT ACH TYLER W.66451 MARKED "MAtER" ppOO LENH —— ——— GREEN NO.1331 1 MALNUMMT6x 14'WIDE, y i 16M1'ON T'KNTER _ /r• TRACE WIRE ACCESS BOX T MIN.PR..—ON _ 2IP TIE AS APPROVES BY PRECAST REINFGRCED k yXGIXEE.TO FASTEN TRACER T RWIRE CONCERT.MANHOLE BP.IWNG ARG(MLR I ACCESS BO%TO W% F.CTIONSCOVER M/RLASLIC I (LRE EBO% CONDUET IRE � KFE PIR866 TEB/PCW GRDEO. 45 DEO. 2215• I11P 1 FgqI1'ITHTXEI RN�TS 6 4 2 1 1 1 BE HTH�TAL ELMPL WITHCCORE T 1 2 L.Y.(YIN) ACER WIRE IN CONDUIT HIEEL DR 8 6 J 1 1 .AIN FIELD WITH 4 COARSE GGKGATE I _1_ 10 7 5 2 1 WATERWIN GRADE W.CA-T --- — —-------- 12_ -- 0 6 3 2 M\)LRT\I RLITIIIRCYFNTS 1 WATER NAM HYDRANT.AIN 1 1 16 IS 12 7 3 3 as MUELLER Br 25000-FLARE rr rex u .ENING �'- r 13 IB 15 9 S e Ax.MCDONALD 4701 B-FLARE 1 1 rnNCRETE SUPPORT OGS LAR BEDDING J FORD FB 600 SERIES CONCRETE INDUST BLOCIIS •WDINT NTEE .CA-7 24 3D IS 3 AGAINST UNDISTUDED EARTH all l/4"BEND FLARE M FLARE 47768 MEMMICAL.DINT FITTINGS IBZfYS: FOR PRECAST CONCRETE SECITONS, N/RETAINING GLANDS THIS DIMENSION IUY VAR KU I .,BEND FLARE%COMNESSIM 47165-22 FLANGED FITTING 6"AU%RIMY VALVE -CONCeNITtIC CONE REpU1RED, THE DIMENSION OW6N TO PLUS fi' I B"BEND FLARE%FLARE 47505 Mnrcc. WELLER ND.A-2360-16I 2,USE4'-DIAMETER FCRWATHR PAIN GE--B'. NOTE./AY.MMCDONNO ALDE I/3COMPRESSION4BENDS MKT BE INSTALLED WITH CORPS 3.roN 5'A'DIAMETER FOR WATER MAIN.9I2ES 10'AND GREATER,AND FOR ALL--DR. 1.A1C BLOCKING eHALL BE INURED CONCRETE AGAINST UNDISTURBED EARTH. 1. CONRETETHRUST BLRCKS SHALT NOT BLOCK. NECTONS. OBSTRUCT HYDRANT DflAIR 2.AIL BENDS OR EIBOW9 GRGTER THAN IIN'9HAW.GVE HIRUS]'HLOCKIND. FDRD i51 TAPPING SLEEVE(SIZE BE MAIN K IS") a.THICKNREST-4'MIN.POR4'DIAMP.'IERANO3'MIN.FORS'DIAMETER VAULTS. SASCME CRTA-q(SIZE OF MAIN K 15'1 2. FIRE HYDRANT PORT CAP SNARL BE PLACED 5'MIN. TO THRUST BLOCKING,ALL MECHANICAL JOINTS.BENDS OVER I I V.' ITN 6 Oa PLASTIC IN OFF BOC. S.ALL PRECAST'VAULT 8ECT10N93HAIL BE BtNMINOU3 COATED. AND FIRIE HYDRATTITS LLHAVE'MBGA WG'JOINT RESTRAINTS AND NOTE(LARGER CLAMPS MAY BE REQUIRED DEPENDING ON CONDITION BE THE MAIN FTRF HYDRANT WiTi-1 AiI GLIARV VAIMP AND VATNE ROX 6.UNL63.9 OIH.RR C. .—INE.6R61N CONSTRUCTAND ON MATERW38HALL CONPORYTO ENMN—STEEL BOLTS AND NUTS, THE 9TD. SEWER CONSTRUCTION IN ILLINOIS,LATEST EDITION. aMUELLER au YI 25155V ICMPRESSIM) B-25154(FLARE) A.Y.MCDONALD- GI04-22(COMPRE5510N1 6104 IFLAKI VAI.VF VAITi,TS WATF.RMAIN THRUST BLOCKING FORD- B44-J33M ICMPRESSIM) B22-33M(FLARE) auDMs, WE LER- N-1.3 ICMPRESsNWI H-15400(FLARE) .MCDOI&D- 4753 T ICOYPRESSIOND 4759(FLARE) FDRD- C-A4 ICOMIPRESSIMI C-22 IF ARE' R.Rnx,U LIMIT OF PAYMENT IWIES 5\61 MUELLER N&D- LIMIT OF P:.1WTE SI WIDTH OF PERMANENT PAVEMENT REYOV FORDMWQNPEAAPOLIS6PA Ili ITN U�l/46 PLUM 6 LITD .W REPuaMNr TO wrcH EnsnW T.OMlxwrlpoE� DnMF.STi(`WATER RRRVf(:F,iN.STAi.iATTrt)N uS,PFCIFIEpI SAW III Y' a SURFACE Ox.AGGREGATE F. iEMP.MYKAt[ESS ASS D 4 TOPSOIL PATCHING rAS SNOWxr1aOM BANS IxOTE10EI SNEETIHC.BOXIEST I I —P�a1YMNT VIIMPH F IH-1MOPE 1.1)SHEETING.B.¢H •'�','Yfi.' —PANT BACKFILL WIDTH F. OSESa QEF ♦ PATIENT PURPOSES OARS OF TRENCH BweII 1x5x p W I I OR iRMIGBACKFILLN INSIDEWALL. '& TEEN. .R '•% I SrRUCT.eL BKxFILL URExM LWMON BKXFILL� I L N91Df tl X BAOR[KFILL.00A-6 IIOOi)MEN Ir MIx IDE IOrx 'il CMPKTEO SELECT ,' EXCAVATED xerwlu IV i,-;': :II uw.DR nrxw r. I I I ROM TBENOa�,Rliu'.01 ', PAAEoME.s..MELTE II II i3o.oW). TEEMH BecXFRL WHs BEIDIW wTEaIAL T..WE'wlERlu I I I I WITHIN 4"1MMSEED xG� As PBBaR&.1—1 Mv0 PIPE F..IEHBLE IWC)PIPE IOEO I. BECOIW/HMINOINGINDIAL—FILL. I ;';'. alcor O.I.AND rs TB A. EIRE SW FOR FLExHLE 0P 1 PIPE TIE�BFDDING'HAUNCHING/INITIAL BACKFILL `T MATERIAL SNY.L GOK.11 r0 - .CA-13 GRADATION I tr •.WL rEaIAL I, NOTES 1 A 3) INITIAL IwCEi1Ll 0.eND LNE TNI 14 B�ACYi ILLI NeliEal�L SUEIADLLNu Tlh TRENDIILI�BiCMFI L MdiE�LG-11 POR BE ID.I.Oa P.. ` 2. a ER BEDDING HAS BEEN RACED/COMPACTED/BFWGHT TO GRADE.PLACE AND MA CpiP �LR�1� I cm:K HIW TO PIPE sPBING LINE. IL!',!', "'I YUNCxINC•1/z PIPE B.B. LI1E "" I PIPE 0.D x IAL BACKFILL Ix TWO STAGES AS FOA.O IWt STAGE-PLACE l IL', •'•'l 11 El I\P Sii a nrz z ai E!.OF PLPF,zna STAGE-necE A COMPACT AT LEAST 6^OMR I ` A-BEDDING DOTE D BrE r BEDDING MDTE 11 R Y---_-- -- a' +_____ __ jR F.aI41D OI.IJ vIPF A. VOIDS LEFT 8Y SIEETING/9+KMG WIEx REYOVN LMLL BE FILED WIN FINE SAW I AW SMALL BE CONSIDERED INCIDENTAL TO THE WMM.SNEETING TD K LEFT IN FLKE ) MEx SPECIFIED.THE PLANS. Up15TUMf0 SOIL .INULIN CRABLE MACRE BOTTOM �_ �UDISi1MBED SOIL GRAMMAR.ABLE MERE BOIrM ' [.TRACT.IS RESP"""F.ALL RISl.AII.BEY.O THE LIMIT.PAYNENT OF TRENCH IS.STABLE `----------------- OF NEMH IS UNE E �--------------- S AS SHOWN.THE LIMIT PROPOSED$EWER OR MATER WM PAYMNl IN DRIVEWAY EESTBTUi LL MAY A ARDIFIEO PROPOSED SEWLR.WAN.NAM i0 IMlUOE LINE ENTIRE IN[D,WDRMeWE Wlix VILLAGE STANDARDS DEPTH.STRUCTURAL BICKFILL PAYMENT LIMITS WILL FOLLOWS, A .FLExNICE H`0 PIPE TTEMN BACKFILL SNALL u PAID F.FROM TIE T. WITHIN PAVED,DIRVEWAY OR WALKWAY G,'"'INITIAL BACKFILL TO THE TrOM OF ACCRICATE IBW TICAPGRART ACCESS. HNI WRPARKWAY AREAS(COMMON BACKFILL) 6 GID 0.L OR-0 TRENCH BAIURL SHALL BE PAID F. CT FROM AREAS(STRUURAL BACKFILL) ACCOP OF NE-NG TO THE WTTOM.ACCEGIM F.TEMORABY ESS PER ICED SPECIFICATIONS) TYPICAL TRENCH BACKFILL DETAILS& TRENCHRIG NOTES FOR PARKWAY AREAS AND PAVED MEAS CLIENTS 1]..,C DJS — DJS ITL, FRO.N0.010150.00135 CHRISTOPHER B.BURKE ENGINEERING.LTD. o 9575 W.HIq*s Road,SuKB 600 BVILLAGE OF OAK BROOK 2019 WATERMAIN IMPROVEMENTS�BROSBm0III Illinois 6GD18 � 1200 OAK BROOK ROAD o , , �" BROOK FOREST NEIGHBORHOOD SND.°"' (847)8230500 OAK BROOK, IL 60523 W NATURE.REIISEON CHOD.YODEL,N BEOMUXGBOFOU11D-M-673-OebODOtiSMH CONSTRUCTION DETAILS DM