2026_Street_Improvement_Program_Contract_1_-_Details_and_Special_Provisions.pdf

Standards: The following specifications and manuals supplement the contract documents:

• Illinois Department of Transportation “Standard Specifications for Road and Bridge Construction,” latest edition (hereinafter referred to as the Standard Specifications).

• Illinois Department of Transportation “Supplemental Specifications and Recurring Special

Provisions,” latest edition.

• “Standard Specifications for Water and Sewer Main Construction in Illinois”, 8th edition dated

2020 (hereinafter referred to as the Water Main Standard Specifications).

• “Manual on Uniform Traffic Control Devices for Streets and Highways” latest edition in effect on the date of Invitation for Bids (hereinafter referred to as the Traffic Control Standard Specification).

• “Manual of Test Procedures for Materials” latest edition in effect on the date of Invitation for Bids.

• Village of Schaumburg Village Code, Chapter 151: Subdivision and Land Development, and addenda thereto.

Where a contradiction occurs with any part or parts of the specifications, the most stringent requirement shall take precedence, as determined by the Engineer.

Street Improvement Program Contract 1 The program consists of pavement reconstruction, resurfacing, pavement patching, curb replacement, utility structure adjustment, utility improvements, driveway apron and sidewalk replacement, and restoration at various locations throughout the Village. Should the contractor fail to complete the aforementioned requirements liquidated damages in the amount of $1,425.00 per calendar day will be accessed, for each calendar day the requirements are not met.

Project Timing: Construction is scheduled to begin upon the proper execution of the contract documents, which includes the submission of insurance and bonds. The substantial completion for the 2026 Street Recon and Repair Program Contract 1 shall be completed on or before October 30th, 2026. This includes all work including restoration. The final completion for all other ancillary work, not including any additional work, shall be completed and ready for final acceptance and payment on or before November 6th, 2026. Failure to comply with the deadlines for the substantial completion and final completion shall result in the enforcement of liquidated damages in the amount of $1,425.00 per day for each and every calendar day that these improvements remain incomplete, in accordance with the Special Provision, “Liquidated Damages”, and Sections 108.05 and 108.09 of the Standard Specifications.

Resurfacing streets are to be resurfaced to the limits as shown on the plans or as directed by the Engineer.

Reconstruction streets are to be reconstructed to the limits as shown on the plans or as directed by the Engineer. These streets are located in fully developed residential, commercial and industrial areas. Due to the fact that there are courts adjacent to the reconstructed streets, temporary access shall be provided where directed by the Engineer or a representative of the Engineer. It is necessary that the Contractor minimize the disturbance to these residents. For this reason, the Contractor will submit for approval a critical path schedule of the reconstruction operations, a mail delivery plan, waste disposal plan, and a traffic control/detour plan that must meet the criteria below and adheres to the construction phasing indicated on the plans. The reconstruction schedule and traffic control/detour plan must be submitted a minimum of 4 weeks prior to when the reconstruction operations are to begin, in order to allow adequate time for review by the Village. No separate pay item will be made to the Contractor for the creation of the reconstruction schedule, mail delivery plan, waste disposal plan, and traffic control/detour plan.

Reconstruction includes but is not limited, to curb and gutter removal/replacement, sidewalk removal/replacement, driveway removal/replacement, pavement removal, removal and disposal of unsuitable material, porous granular embankment as determined by the Engineer, subbase granular materials, type B, hot-mix asphalt binder course, hot-mix asphalt surface course, structure adjustments, utility improvements on the following streets:

Street From To Truro Court North End Aimtree Place Berry Court West End Walnut Lane

Winfield Court Heatherwood Drive South End Odlum Court North End Odlum Drive Milton Lane Bristol Lane Village Limits Osage Lane Salem Drive Village Limits

Santuit Court West End Salem Drive Leeds Pass Chalfont Drive Braintree Drive

Selkirk Drive Elmhurst Lane Allison Lane Arleen Court Walnut Lane East End

Linsey Avenue Ivy Court Walnut Lane Rockne Court Walnut Lane South End

The Contractor shall create the reconstruction phasing schedule for each street such that the time needed for all work to occur in each phase, except hot-mix asphalt surface placement and restoration of the disturbed areas, is a maximum of 7 calendar days (no work will be permitted on Sundays unless otherwise approved by the Engineer) and that all the reconstruction phases cannot begin until after June 1, 2026 and must be completed by August 14, 2026.

The curb and gutter removal/replacement, sidewalk removal/replacement, driveway removal/replacement, structure adjustments, and utility improvements can commence on these streets prior to June 1, 2026, unless otherwise previously stated or directed by the Engineer.

Liquidated damages will be assessed if the 7 calendar day time period is not met. If a phase is not completed on time, the Contractor, at his own expense, must provide driveway access to all homes in a manner acceptable to the Engineer or representative of the Engineer. The Contractor shall not move to the next phase of reconstruction before the preceding phase is complete (excluding hot-mix asphalt surface placement and restoration of the disturbed areas). Each phase shall be scheduled to begin on Monday. If the Contractor would like to proceed into a phase ahead of the schedule, he must request and obtain in writing the approval of the Engineer.

The Contractor will be responsible for coordinating with the Engineer, USPS, and LRS Waste Management to ensure that resident mail delivery and garbage pickup will not be interrupted. This coordination may involve temporary mail boxes, garbage can relocation, etc. The material and effort involved in ensuring mail delivery and garbage pickup are uninterrupted shall be considered incidental to the contract.

Emergency access must be provided for at all times within each phase and where designated by the Engineer or Representative of the Engineer; this will include emergency access installations at any intersecting streets within each phase. Emergency Access will consist of ramps constructed, as described in the plans, and to the full width of the roadway at each phase limit and at each intersection.

ALL WORK on Rockne Court, Arleen Court, Linsey Avenue, Colwyn Drive, and Santuit Court may not begin until June 1, 2026, unless otherwise approved by the Engineer. Paving operations on Rockne Court, Arleen Court, Linsey Avenue, Colwyn Drive, and Santuit Court must be completed by August 14th, 2026. Any remaining work, including sodding, must be completed between 9:00am and 2:00pm after August 14th, 2026.

Construction Schedule: At the project pre-construction meeting, the Contractor shall submit for review and approval by the Engineer, a detailed construction schedule that shall clearly indicate the sequential procedure of work proposed to be followed to complete the work as required by the contract documents.

In preparing the construction schedule, the Contractor shall follow the required completion date, calendar days, or additional Special Provisions as specified relating to the construction schedule.

The construction schedule shall depict all work components and essential activities, the time required for the completion of each of the activities and the sequence and interdependence of each of the activities in a project timetable which will translate each project day into an ordinary calendar day. The Contractor shall maintain the construction schedule, and shall submit an updated schedule to the Engineer on a weekly, biweekly, or monthly basis as determined by the Engineer. Weekly schedules, for upcoming proposed weeks work, shall be submitted via email to the Engineer every Friday. No separate payment will be made to the Contractor for the creation and maintenance of the construction schedule. A general outline of the expected sequence of work for each neighborhood is as follows:

• Storm sewer improvements and installation of underdrains

• Removal and replacement of curb, driveways, and sidewalk

• Pavement removal / pavement surface removal

• Pavement patching (as needed)

• Pavement replacement

• Installation of pavement markings

• Sod replacement and restoration

The Village provides the public with construction schedules and project status through the Village’s web page. The Contractor shall provide construction related information in a format consisting of an e-mail, to the Engineer. The Contractor shall assume that this information shall be provided on a daily and/or weekly basis during construction. It will be imperative that any scheduled construction activities by the Contractor or any of the subcontractors for the next day’s operations are provided to the Engineer by 1:00 pm every day, unless otherwise directed by the Engineer or representative of the Engineer. If these scheduled construction activities are not given to the Engineer by 1:00 pm every day that work is being scheduled, the work will not be allowed to commence and no compensation will be allowed for cancelled activities. The Engineer shall determine the format to be provided by the Contractor.

Terms of Contract: Upon award, the term of this Contract shall be in full force to and including April 30, 2027 subject, however, to the right of the Village of Schaumburg (hereafter Village) to cancel and terminate the same at any time by giving a 30 day notice in writing to the Contractor. In the event of such cancellation, the Contractor shall be entitled to receive payment for services and work performed, and materials, supplies, and equipment furnished under the terms of the Contract prior to the effective date of such cancellation, but will not be entitled to receive any damages on account of such or any further payment whatsoever.

Liquidated Damages: Should the Contractor fail to complete the work, including cleaning up, to the point of final acceptance of the work by the Engineer within the time specified in the Contract Documents for the Date of Completion and/or Date(s) of Substantial Completion, and agreed upon by the Contractor by accepting the Contract, or within such extra time as may be allowed in accordance with the Contract Documents, there shall be deducted from any monies due the Contractor, or that may become due the Contractor, the sum(s) of $1425.00 per day for each and every calendar day, including Sundays and holidays, that the work remains uncompleted.

This sum shall be considered and treated not as a penalty but as fixed, agreed, and liquidated damages due the Village from the Contractor by reason of inconvenience to the public, added cost of supervision, and other items which may have caused an expenditure of funds resulting from his failure to complete the work within the time specified.

The Village shall charge the Contractor, and may deduct from partial and final payments for the project, for all Engineering and Inspection expenses incurred by the Village in connection with any work accomplished after the Date of Completion specified in the Contract Documents.

Permitting the Contractor to continue and finish the work, or any part of it after the time fixed for its completion, or after the date to which the time of completion may have been extended, shall in no way operate as a waiver on the part of the Village of any of its rights under the Contract.

CDBG Requirements: All work on Winfield Court and Odlum Court is to be funded with Community Development Block Grant funds. The Village, Engineer, and Contractor must comply with all applicable provisions of CDBG, applicable laws of CDBG, and all other applicable federal and state statutes, regulations, interpretive guidance, and executive orders while completing any work on Winfield Court and Odlum Court. These requirements are listed in the attached CDBG Contract Provisions.

Work completed on Winfield Court and Odlum Court will be paid for with the associated pay item “- CDBG”. These will be separate pay items found at the bottom of the summary of quantities and will only be used for work on Winfield Court and Odlum Court. All associated special provisions for the corresponding pay item will govern the matching CDBG pay item.

Utility Location: The Contractor must exercise extreme caution while working around existing utilities.

The Contractor shall notify JULIE (1-800-892-0123), a minimum of 48 hours before commencing construction for utility locations within the scope of the project. It is recommended that the Contractor conduct a joint utility meet. It is the responsibility of the Contractor to contact all agencies who may or may not be part of the JULIE system to verify the location of their facilities.

The Village does not guarantee the accuracy or completeness of this information. The Contractor shall make his own investigation to determine the existence, nature, and location of all utility lines and appurtenances within the limits of the improvement. The Contractor shall locate all utilities far enough in advance to avoid all conflicts in grade separation between existing utilities and the proposed improvements. If the Contractor encounters a conflict between the proposed improvements and existing utility that was not located in advance by the Contractor, then the Contractor shall, at no cost to the Village, relocate the proposed improvements and/or the utility to avoid the conflict.

The Contractor will be required to cooperate with all utility companies involved in connection with the removal, temporary relocation, reconstruction, or abandonment by these companies of any and all services or facilities owned or operated by them within the limits of this improvement.

Before doing any work which will damage, disturb, or leave unsupported or unprotected any utility lines, or appurtenances encountered, the Contractor shall notify the respective Owner thereof, who will make all arrangements for relocating, adjusting, or otherwise maintaining or abandoning service on lines that fall within the limits of the proposed construction without cost to the Contractor, including the removal of all cables, manhole covers, and other appurtenances which the Owner desires to salvage. After such arrangements have been made, the Contractor will proceed with the work as directed by the Engineer.

All utility lines and appurtenances which are abandoned by the Owner shall be removed and disposed of by the Contractor.

No extra compensation will be allowed to the Contractor for any expense incurred by complying with these requirements or because of delays, inconvenience, or interruptions in his work resulting from the failure of any utility company to adjust, remove, relocate, reconstruct, or abandon their services. The Contractor shall be responsible for prompt and timely adjustment, removal, relocation, reconstruction, or abandonment of their facilities by all utility companies involved, and the coordination of his own work with that of these companies to the end that work on this improvement is not delayed because of necessary changes in the existing utilities, public or private.

Construction Operations: In order to minimize the effect of construction noise on the area surrounding the improvement, the Contractor and his subcontractors shall comply with the following requirements.

Any changes to this schedule will not be accepted unless approved by the Engineer.

• All engines and engine driven equipment used for hauling or construction shall be equipped with an adequate muffler in constant operation and properly maintained to prevent excessive or unusual noises. Any machine or device or part thereof which is regulated by or becomes regulated by Federal or State of Illinois noise standards shall conform to those standards.

• Construction operations and the starting or idling of any construction equipment and their back up warning devices shall be confined to the daylight hours between 7:00 AM and 6:00 PM Monday through Saturday. No work of any kind shall be done on Sundays in residential areas unless previously approved by the Engineer. These time restrictions shall not apply to maintenance or operation of safety and traffic control devices such as barricades, signs, and lighting, or to construction of an emergency nature. If the Contractor requires additional time to complete a portion of the work on any given day or if he foresees the need to work extended hours for a number of days to comply with the construction schedule, he must receive the approval of the Engineer.

• The Contractor shall take all precautions necessary to protect the general public and his employees from hazardous locations that might occur within the limits of the improvement. The Village is not responsible for site safety. The Bidder is solely and exclusively responsible for construction means, methods, technologies, and site safety.

• It shall be the Contractor’s responsibility to protect open cut trenches as may be required by OSHA, Illinois Department of Labor, State, or Federal Law. Trenches in pavements or in close proximity to the improved streets or roadways shall be sheeted or braced in a substantial and effective manner. Sheeting may be removed after backfilling has been completed to such an elevation as to permit its safe removal. Sheeting and bracing left in place must be removed for a distance of 3 feet below the established street grade. The cost of furnishing, placing, and removing sheeting and/or bracing shall be incidental to construction and included in the contract unit price for the work being done.

• The Contractor shall schedule and conduct his operations so that the closure time of existing driveways along the route of the improvement is kept to a minimum. All homeowners shall be given a minimum 24 hours written notice prior to initial removal of their driveway apron. The Contractor shall make every effort to keep driveways open including temporary grading and placement of gravel.

• Beginning on the date that the Contractor begins work on this project, he shall assume responsibility for normal maintenance of all existing roadways within the limits of the improvement. This normal maintenance shall include all repair work deemed necessary by the Engineer. Traffic control and protection for this work will be provided by the Contractor as required by the Engineer. The work involved in maintaining the existing pavement and shoulders will not be paid for separately but will be considered included in the contract unit prices for the various items of work involved, unless otherwise specified elsewhere in these Special Provision.

• If items of work have not been provided for in the Contract, or are not otherwise specified for payment, such items will be paid for in accordance with Article 109.04 of the Standard Specifications.

• The Village reserves the right to add or delete quantities from any of the items within these contract documents. No extra compensation whatsoever will be allowed. Additionally, if the improvement scope, as detailed within the plans or as described by the Engineer or representative of the Engineer, changes no extra compensation whatsoever will be allowed.

• The contractor and any sub-contractors shall submit completed quantities to the Engineer or representative of the Engineer by the 25th day of every month during construction activities for comparison verification with the Engineer’s measurements. Contractor’s and subcontractor’s quantities shall be submitted in a format provided by the Engineer. Pay estimates will only be prepared upon completion of this verification and the submittals of any required Quality Control (QC) reports on a monthly basis.

Easement and Access Agreements: The Village will obtain easements and access agreements for all work to be performed within private property (outside public right-of-way). Working easements shall be staked by the Village prior to commencement of construction. Extreme caution shall be exercised to protect the existing trees, signs, light posts, etc. within or near the limits of all work. This shall be considered incidental to the Contract.

Concrete Breakers: When removing pavement, curb and gutter, shoulder, and/or any other structures the use of any type of concrete breakers that may damage underground public and/or private utilities, will not be permitted. Under no circumstances will the use of a frost ball be permitted.

The contractor is prohibited from breaking up concrete by dropping it on pavement, or in any other manner that in the opinion of the Engineer or representative of the Engineer may damage existing or proposed pavements, or other roadway appurtenances.

Removal of Miscellaneous Items: Regarding the removal and disposal of any existing fences, gates, signs (except traffic signs), or other miscellaneous items which may interfere with the construction operations, the Contractor shall, with the approval of the Engineer or representative of the Engineer, remove and dispose of these items outside the limits of the right-of-way at locations provided by him, and, if a pay item is not included in the Contract, the work shall be considered as incidental to the Contract.

Private Decorative Material: Unless indicated to be removed on the plans, extreme caution shall be exercised to protect existing private decorative material within or near the limits of all work. The Contractor shall use extreme care when removing any item in conflict. The Contractor is responsible for the removal and replacement of said decorative material which includes any fences, gates, signs (except traffic signs), and landscape planters or other miscellaneous items to be removed and replaced as directed by the Engineer. Cost to be incidental to the Contract.

Mailboxes that interfere with construction operations shall also be removed and replaced as directed by the Engineer or representative of the Engineer. Any damage done to said mailboxes or posts shall be the responsibility of the Contractor to correct or replace. Replacement mailboxes shall match the existing as near as possible in type and size, and shall be approved by the Engineer or representative of the Engineer prior to placement. This work shall be considered incidental to the Contract.

Cleaning Existing Drainage Structures: All existing drainage structures which are to be adjusted or reconstructed shall be cleaned in accordance with Article 602.15 of the Standard Specifications. The Contractor and the Engineer or representative of the Engineer shall inspect all structures prior to construction noting the existing condition. The cost of this work shall be included in the cost of the FRAMES AND GRATES TO BE ADJUSTED, DRAINAGE STRUCTURE RECONSTRUCTION, STRUCTURES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, OPEN LID, STRUCTURES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID, STRUCTURES TO BE ADJUSTED WITH NEW TYPE 6 FRAME AND GRATE, STRUCTURES TO BE ADJUSTED WITH NEW TYPE 6 FRAME AND GRATE, SPECIAL ,STRUCTURES TO BE ADJUSTED WITH NEW TYPE 11 FRAME AND GRATE , SANITARY MANHOLES TO BE ADJUSTED and SANITARY MANHOLES TO BE

ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID

Root Pruning, Shrub and Tree Trimming: This item of work shall be in accordance with Section 201 of the Standard Specifications, except as herein modified, and shall be considered incidental to the Contract.

Roots of existing trees and bushes in areas affected by construction activity shall be pruned. To prevent the tearing of roots during removal and excavation operations and including any other ancillary activities (storm sewer, electrical, etc.) described here within, roots shall be pruned around all trees and bushes prior to commencement of these operations, including those on private property as directed by the Engineer or representative of the Engineer, which shall be pruned along the sidewalk frontage as a minimum. Pruning shall be accomplished at 6" to 12" behind the proposed work, to allow roots to grow back into undisturbed soils and prevent direct exposure to air and subsequent dieback. Actual locations of any equipment to be used for root pruning shall be as agreed upon by the Village’s Forestry Representative and the Engineer.

Clear shrubs to a distance of 2' on either side of the proposed sidewalk or bike path, or to the property line whichever is nearer. Trim shrubs to maintain a minimum of 8' of overhead clearance from the proposed sidewalk or bike path.

Root pruning, shrub and tree trimming shall be coordinated with the Village’s Forestry Representative and the Engineer prior to completing such work. This work shall be performed by a qualified contractor and shall be considered incidental to the Contract.

Construction Staking: The Contractor is responsible for the setting of all necessary line and grade stakes needed for the project. The Contractor may ask the Engineer for assistance as needed in setting benchmarks, stakes, marks, and in setting stringline. The Contractor agrees that marks made or stakes set are indicative at that time of the line or elevation given, and the Contractor hereby agrees that the Village shall not be responsible for proper protection and continued accuracy of marks or stakes after being set, but said improvement shall in any event be constructed at the elevations given on the plans attached and specified thereon.

The Contractor shall be responsible for any mistakes or errors arising from the tampering with or removal of any stakes and shall take proper care in the preservation of such stakes and marks.

The Contractor shall provide all materials (paint, hubs, lathe, etc.) needed to set line and grade stakes.

The cost of the materials shall be incidental to the Contract.

Inspection: All phases of the improvements will be subject to inspection by representatives of the Village’s Engineering and Public Works Department, or Village authorized Consulting Engineer. Projects will not be accepted by the Village without the final approval of the Village’s Engineering and Public Works Department.

The Contractor shall be bound by these specifications and by all Village ordinances and codes.

Housekeeping: These improvements are located in fully developed residential, commercial, and industrial areas. It is imperative that the Contractor minimize the disturbance to these residents and businesses during construction.

The jobsite shall always be maintained with a neat and orderly appearance. Materials, equipment, and tools no longer needed shall be removed or relocated in a timely manner. The Contractor shall complete removal or cleanup of items requested by the Engineer within 24 hours unless otherwise specified.

Work shall progress in a timely fashion and streets shall not remain in an uncompleted state for long periods of time. Required timelines for access restoration, progress of work, backfilling and restoration are detailed throughout these specifications.

Weeds that emerge from the topsoil placed as a temporary condition prior to the permanent sod restoration, which exceed 8” in height, will be required to be removed or cut as directed by the Engineer or representative of the Engineer as part of these housekeeping items.

A housekeeping deduction in the amount of $750 per day may be assessed at the discretion of the Engineer, if at any time the Engineer deems the Contractor is not meeting the required timelines for housekeeping requests, access restoration, progress of work, backfilling, restoration, and other items as detailed in these specifications. This deduction will be applied to the next pay estimate due the Contractor.

Dust Control: The Contractor shall at all times maintain proper dust control at the site. The Contractor shall water the entire site whenever the site conditions become unsafe due to blowing soil or dust. The site shall be watered as many times per day as necessary to maintain a safe work site, as determined by the Engineer or representative of the Engineer. This work shall be considered as incidental to the costs of these improvements.

A housekeeping deduction in the amount of $750 will be assessed for each 24-hour period the dust control remains uncompleted from the time the initial request is made by the Engineer.

Street Sweeping: The Contractor shall twice a week have a vacuum street sweeper clean those streets that have construction activities occurring or as determined by the Engineer and or representative of the Engineer. This work shall be considered incidental to the costs of these improvements.

Liquidated Damages in the amount of $1,425.00 per calendar day will be assessed if the sweeping does not occur.

A housekeeping deduction in the amount of $750 will be assessed for each 24-hour period the dust control remains uncompleted from the time the initial request is made by the Engineer.

Sawing Pavement, Driveway Pavement, Sidewalk, and Curb: This work shall be performed at locations shown on the plans or as directed by the Engineer or representative of the Engineer. The contractor shall cut the joint between the portion to be removed and that to be left in place with a sawing machine to prevent spalling when the item is broken out. This work shall be done in a manner that a straight and perpendicular joint will be secured. All saw cutting shall be to the full depth of the pavement, driveway, sidewalk, or curb to be removed.

After sawcutting, the Contractor shall immediately remove all concrete or asphalt slurry from the work area, specifically from the pavement, driveway, sidewalk and curb and gutter which is to remain in place.

When the concrete or asphalt slurry is wet, it creates a slippery and hazardous condition. In addition, if the concrete or asphalt slurry is allowed to dry, it creates an unsightly aesthetic appearance. In the event the concrete or asphalt slurry is not removed immediately and the concrete or asphalt slurry cures and adheres to the adjacent surface, the Contractor shall remove and replace the portion with concrete or asphalt slurry to the satisfaction of the Engineer, or representative of the Engineer. No additional compensation will be allowed for removal of the slurry or removal and replacement of the adjacent area due to slurry which was not immediately removed from the adjacent area.

It is the contractor’s responsibility to determine the thickness of the existing item to be removed and whether or not it contains reinforcement.

Sawcutting of pavement, driveway pavement, sidewalk, and curb with or without reinforcement shall be considered incidental to the Contract and the items to be removed. No additional compensation will be allowed for sawing reinforcement.

Material Inspection: The local agency shall be responsible for the quality assurance field inspection. The Village and Engineer shall be notified at least twenty-four (24) hours in advance of the placement of any Hot-Mix Asphalt or Concrete Mix. The Contractor shall allow the inspector access to his plant area to observe the operations and take material samples as required.

The contractor shall be responsible for quality control inspection. Contractor’s attention is directed to Section 1030.09 of the Standard Specifications for Hot-Mix Asphalt. For Concrete Mixtures attention is directed to Recurring Special Provision 23, “Quality Control/Quality Assurance of Concrete Mixtures.”

This work shall be considered incidental to the Contract.

Protection of Existing Drainage Facilities during Construction:

The existing drainage facilities shall remain in use during the period of construction. All drainage structures are to be kept free of any debris resulting from the construction operations. All work and material necessary to prevent accumulation of debris in the drainage structures will be considered as incidental to the Contract. Any accumulation of debris in the drainage structures resulting from construction operations shall be removed at the Contractor's own expense, and no extra compensation will be allowed.

Unless reconstruction or adjustment of an existing manhole, catch basin, or inlet is called for by the Engineer, the proposed work shall meet the existing elevations of these structures. Should reconstruction or adjustment of a drainage structure be required, the necessary work shall be done in accordance with the “Standard Specifications.”

The Contractor shall take the necessary precautions when working near or above existing sewers in order to protect these pipes during construction from any damage resulting from his operations. All work and material necessary to replace existing sewers damaged because of noncompliance with this provision shall be as directed by the Engineer, in accordance with the "Standard Specifications", at the Contractor's own expense. No extra compensation will be allowed.

Sewer Connections: This work shall consist of the work necessary to rebuild the sewer connections at all locations where the existing structures have been reconstructed or removed and replaced with new structures as well as any coring needed to connect into existing structures where described within the plans or as directed by the Engineer or representative of the Engineer. The connection shall be made with the same size and type of materials as the existing pipe, or as directed by the Engineer or representative of the Engineer. If a tight connection cannot be obtained with normal connection procedures, mission couplings or other means of mechanical coupling approved by the Engineer or representative of the Engineer will be used.

Excavation of trenches shall be performed according to the applicable requirements of Article 550.04.

Backfill of trenches shall be performed according to the applicable requirements of Article 550.07

Removal of the existing storm sewers will not be measured for payment, but shall be considered incidental to the installation of the new storm sewer construction.

When a structure is able to be installed with less than 15 feet of pipe (at each pipe running to the new structure) required to be used for a proper connection, this work shall be incidental to the manhole, inlet, and catch basin items and shall include all labor, materials, and equipment necessary to complete this work in accordance with the plans and specifications. Removal of the existing storm sewers will not be measured for payment, but shall be considered incidental to the manhole, inlet, and catch basin items.

The Engineer will determine in the field if more than 15 feet of pipe is required at any pipes running to the new structure.

If 15 feet or more of pipe is required to properly connect to the new structure, then the additional pipe will be paid for separately at the unit price per foot for STORM SEWERS, of the class, type, and diameter specified. The Engineer will determine in the field if more than 15 feet of pipe is required at any pipes running to the new structure.

Illinois Department of Transportation Permitting: No work within IDOT right of way is expected.

However, should the need arise the contractor shall provide any necessary signatures, bonding, insurance and any other conditions set forth by IDOT. The Engineer will assist in gathering information needed for the permit as necessary.

All work associated with obtaining this permit shall be considered incidental to the Contract.

Frames, Lids, Catch Basins, Manhole, Inlet, Drainage Structure, and Valve Vault Construction, Adjustment and Reconstruction: This work shall consist of constructing, adjusting, or reconstructing catch basins, manholes, inlets, drainage structures or valve vaults with frame and grate or lids.

All work shall be done in accordance with section 602 of the standard specifications and as herein specified.

FRAME AND LIDS, TYPE 1, OPEN LID or CLOSED LID, shall adhere to IDOT specifications, is bicycle safe, conform to the following dimensions and shall be approved by the Engineer prior to installation:

Outside diameter lid = 22.75” Outside diameter base flange = 34” Frame Height = 4”- 9” as required Model: Neenah R-1712 or approved equal

FRAMES AND GRATE, TYPE 6, shall adhere to IDOT specifications, is bicycle safe, conform to the following dimensions and shall be approved by the Engineer prior to installation:

Length of Frame = 27.19” Width of Frame = 20.38” Length of Lid = 25.75” Width of Lid = 19” Frame Height at Back of Curb = 10.5” Model: Neenah R-3501-P or approved equal

FRAMES AND GRATE, TYPE 6, SPECIAL, shall adhere to IDOT specifications, is bicycle safe, conform to the following dimensions and shall be approved by the Engineer prior to installation:

Length of Frame = 24” Width of Frame = 24.25” Length of Lid = 22” Width of Lid = 22.88 Frame Height at Back of Curb = 15.63 Model: Neenah R-3502-D2 or approved equal

FRAMES AND GRATE, TYPE 11, shall adhere to IDOT specifications, is bicycle safe, conform to the following dimensions and shall be approved by the Engineer prior to installation:

Length of Flange = 36” Width of Flange = 29” Length of Lid = 28.75” Width of Lid = 11.38” Height of Frame at Edge of Pavement = 10” Model: Neenah R-3281-A or approved equal

Refer to the “Construction Details” in the plan set for the cut sheets of the frame and grates or lids above.

Drainage Structure Reconstruction: This work consists of adjusting/reconstructing existing precast drainage structures located within existing curb and gutters and aligning the structure opening with the gutter.

All work shall be done in accordance with Section 602 of the Standard Specifications and as herein specified.

The existing precast reinforced concrete cone section or precast reinforced flat slab top section if in good condition shall be dismantled, reconstructed, and rotated so that the opening of the section will be centered on the proposed gutter. If the precast reinforced concrete cone section or precast reinforced flat slab top section is deemed in poor condition by the Engineer it shall be removed and replaced so that the opening of the new section will be centered on the proposed gutter.

If a new frame and grate is specified it will be paid for at the contract unit price per each STRUCTURES TO BE ADJUSTED WITH NEW FRAME AND GRATE of the type and lid specified. If the existing frame and grate or lid is to remain all work associated with adjusting the existing frame and grate or lid shall be incidental to the item DRAINAGE STRUCTURE RECONSTRUCTION. This work will be measured and paid for at the contract unit price per each as described for DRAINAGE STRUCTURE RECONSTRUCTION which price shall be payment in full for all labor, materials, and equipment necessary to complete this item.

Storm Sewers: If 15 feet or more of pipe (at each pipe running to the new structure) is required to properly connect to a new structure, then the additional pipe will be paid for separately at the unit price per foot for STORM SEWERS, of the class, type, and diameter specified. The Engineer will determine in the field if more than 15 feet of pipe is required at any pipes running to the new structure.

This work shall consist of furnishing all materials, labor, and equipment necessary to construct the storm sewer in accordance with Section 550 AND 551 of the “Standard Specifications” and the details included in the plans. Only Reinforced Concrete Pipe will be allowed. All other materials including PVC storm sewer pipe will not be allowed unless approved by the Engineer.

Removal of the existing storm sewers will not be measured for payment, but shall be considered incidental to the installation of the new storm sewer construction.

Storm sewers will be measured for payment in place in feet. When the storm sewer enters a manhole, inlet, or catch basin, the measurement will end at the inside wall of the manhole, inlet or catch basin.

Allowance will be made for the length of pipe necessary to permit the pipe to meet the sides of the manhole, inlet or catch basin. No payment for storm sewer will be made through a manhole, inlet or catch basin where the manhole, inlet or catch basin is paid for as a separate item. However, when the storm sewer is continuous and the manhole, inlet or catch basin is constructed on top of the storm sewer, the measurement will be from end to end of storm sewer with a deduction made for the tee section which is paid for separately.

RCP Storm Sewers shall be in accordance with the IEPA and the latest edition of the “Standard Specifications for Water and Sewer Main Construction in Illinois.” For water-storm sewer line crossings only, RCP storm sewer may be used with a flexible gasket joint meeting ASTM C361 or ASTM C443. The cost of the flexible gasket joint shall be considered incidental to the contract unit price per foot of STORM SEWERS, of the class, type, and diameter specified.

This work shall be paid for at the contract unit price per foot for STORM SEWERS, of the class, type, and diameter specified and shall include all labor, materials, equipment and any other ancillary activities necessary to complete this work.

Storm Sewer Point Repair, Special: This work consists of excavating to uncover, repairing, and backfilling with trench backfill material an approximate 6” separation in the 12” RCP storm sewer underneath the pavement near 1036 Aimtree Place.

The contractor shall uncover the separation, realign the pipe, and seal the joint with materials approved by the Engineer in the field. The materials could be but are not limited to mission coupling, brick and mortar.

This work shall consist of furnishing all materials, labor, and equipment necessary to repair the storm sewer in accordance with Section 550 AND 551 of the “Standard Specifications” and direction from the Engineer in the field. This work shall be paid for at the contract unit price for each for STORM SEWER

POINT REPAIR, SPECIAL.

Trench Backfill material shall be considered incidental to the storm sewer point repair.

Structures To Be Adjusted With New Type 1 Frame, Open Lid Structures To Be Adjusted With New Type 1 Frame, Closed Lid Structures To Be Adjusted With New Type 6 Frame And Grate Structures To Be Adjusted With New Type 6 Frame And Grate, Special Structures To Be Adjusted With New Type 11 Frame And Grate: This work consists of adjusting existing drainage structures located within existing curb and gutters with a new frame and grate of the type specified. All work shall be done in accordance with Section 602 of the Standard Specifications.

All structures to be constructed, adjusted, or reconstructed shall have a 6” wide concrete collar poured around their frame and adjusting rings. Where the structure falls within the proposed curb line, the collar shall be poured monolithically with the new curb. The cost of these collars shall be considered incidental in the cost of each structure to be constructed, adjusted or reconstructed.

This work shall include all labor, materials, and equipment required to remove and dispose of the existing frame and grate and furnish and place a new frame and grate of the type specified. This work shall be measured and paid for at the contract unit price per each for STRUCTURES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, OPEN LID, STRUCTURES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID, STRUCTURES TO BE ADJUSTED WITH NEW TYPE 6 FRAME AND GRATE, STRUCTURES TO BE ADJUSTED WITH NEW TYPE 11 FRAME AND GRATE and STRUCTURES TO BE ADJUSTED WITH NEW TYPE 6 FRAME AND GRATE, SPECIAL which price shall be payment in full for all labor, materials, and equipment necessary to complete this item.

Structures To Be Adjusted With New Type 11 Frame And Grate, Special: This work consists of adjusting existing drainage structures located within existing curb and gutters with a new frame and grate. All work shall be done in accordance with Section 602 of the Standard Specifications.

All structures to be constructed, adjusted, or reconstructed shall have a 6” wide concrete collar poured around their frame and adjusting rings. Where the structure falls within the proposed curb line, the collar shall be poured monolithically with the new curb. The cost of these collars shall be considered incidental in the cost of each structure to be constructed, adjusted or reconstructed.

The frame grate required to be used for this item is the EJ 7065 – 22 1/4” Catch Basin Curb Inlet. This frame and grate has a 22 1/4” Length, 18 5/8” Width, and 2” Cover Thickness. If the Contractor has any questions regarding the ordering of this specific frame and grate, the Contractor shall contact the Village.

This work shall include all labor, materials, and equipment required to remove and dispose of the existing frame and grate and furnish and place a new EJ 7065 frame and grate. This work shall be measured and paid for at the contract unit price per each for STRUCTURES TO BE ADJUSTED WITH NEW TYPE 11 FRAME AND GRATE, SPECIAL which price shall be payment in full for all labor, materials, and equipment necessary to complete this item.

Sanitary Manholes to be Adjusted: This work consists of adjusting existing sanitary manhole structures located within the existing pavement. All work shall be done in accordance with Section 602 and 603 of the Standard Specifications insofar as applicable and the following provisions.

This work shall consist of adjusting frames and lids in accordance with the applicable sections of Section 602 and 603. Any cracked or deteriorated rings shall be replaced and any offset rings shall be reset unless otherwise approved by the Engineer or representative of the Engineer. The manhole castings and adjusting rings required to raise the frame to the finished pavement grade shall be set in full mortar beds.

The contractor will be required to install an “Adaptor-Seal,” “Infi-Shield,” Canusa (Wrapid Seal), or Flexrib chimney seal.

This work shall be measured and paid for at the contract unit price per each for SANITARY MANHOLES TO BE ADJUSTED. This price shall include excavation around each structure, completing the adjustment, providing the chimney seal and adjustment rings as specified, backfill, and all material, equipment, and labor necessary to complete this work.

Sanitary Manholes to be Adjusted with New Type 1 Frame, Closed Lid: This work consists of adjusting existing sanitary manhole structures located within the existing pavement. All work shall be done in accordance with Section 602 and 603 of the Standard Specifications insofar as applicable and the following provisions.

This work shall consist of adjusting frames and lids in accordance with the applicable sections of Section 602 and 603. The contractor shall dispose of the existing frame and lid and furnish and place a new frame and lid of the type specified. The lid shall have a concealed pickhole. Any cracked or deteriorated rings shall be replaced and any offset rings shall be reset unless otherwise approved by the Engineer or representative of the Engineer. The manhole castings and adjusting rings required to raise the frame to the finished pavement grade shall be set in full mortar beds. The contractor will be required to install an “Adaptor-Seal,” “Infi-Shield,” Canusa (Wrapid Seal), or Flexrib chimney seal.

This work shall be measured and paid for at the contract unit price per each for SANITARY MANHOLES TO BE ADJUSTED. This price shall include excavation around each structure, completing the adjustment, removing and disposing of the old frame, providing a new frame and lid, providing the chimney seal and adjustment rings as specified, backfill, and all material, equipment, and labor necessary to complete this work.

Pavement Removal: This work shall be in accordance with applicable portions of Section 440 of the Standard Specifications, plan details, and following provisions.

Pavement removal will be required to be completed in two passes:

1. The first pass shall remove the existing hot mix asphalt to the top of the proposed subbase elevation. The Engineer or representative of the Engineer will then determine whether the existing subbase can remain in place or if it must be removed.

2. If the Engineer determines the existing subbase is to be removed; a second pass shall occur per the PAVEMENT REMOVAL specification.

Pavement removal shall include the removal of the existing pavement cross section, including all hot-mix asphalt or concrete pavement and aggregate base as well as any earth excavation necessary to achieve the proposed subgrade elevation. Any additional excavation required beyond the proposed subgrade elevation will be paid as REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL.

Removal of any existing recessed or raised reflective pavement markings is incidental to pavement removal.

If after the existing Hot Mix Asphalt is removed to achieve the proposed subbase elevation and the existing aggregate base course, as determined by the Engineer or representative of the Engineer, is acceptable to remain in place, any grading and/or compaction work required of the existing subbase material shall be paid as SUBBASE PREPARATION.

It is the contractor’s responsibility to determine the actual thickness of the existing pavement and whether or not additional excavation is necessary.

This work shall be paid for at the contract unit price per square yard for PAVEMENT REMOVAL, which price shall be payment in full for all labor, materials, and equipment necessary to complete this item.