MCT BASE FACILITY PAVEMENT REPAIR 2026 JAI NO. E254403

ISSUED FOR BID July 30, 2026

TOC 00 00 01 - 1

MADISON COUNTY TRANSIT

PROJECT MANUAL FOR: MCT Base Facility Pavement Repair 2026 MCT No. 27-1-26000 1 Transit Way Pontoon Beach, IL 62040

DATE: 7/30/2026 – ISSUED FOR BID

Section Section Section Number Name Number

DIVISION 1 - GENERAL REQUIREMENTS

01 10 00 Summary 01 10 00-1-3 01 26 00 Contract Modifications Procedures 01 26 00-1-3 01 31 00 Project Management and Coordination 01 31 00-1-8 01 40 00 Quality Requirements 01 40 00-1-4 01 50 00 Temporary Facilities and Controls 01 50 00-1-2 01 55 26 Traffic Control 01 55 26-1-4 01 60 00 Product Requirements 01 60 00-1-3

DIVISION 31 – EARTH WORK

31 10 00 Site Preparation 31 10 00-1-4

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 19.61 Resealing Joints and Cracks in Rigid Pavement 32 01 19.61-1-3 32 01 19.62 Patching of Rigid Pavement 32 01 19.62-1-6 32 01 29.61 Partial Depth Patching of Rigid Pavement 32 01 29.61-1-12 32 01 39.61 Patching of Inlets (Interior) 32 11 39.61-1-5 32 17 23 Paint Pavement Markings 32 17 23-1-6 32 80 00 Irrigation

END OF TOC

MCT BASE FACILITY PAVEMENT REPAIR 2026

NO. 27-1-26000

SUMMARY 01 10 00 - 1

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Work by Owner.

4. Purchase contracts.

5. Owner-furnished products.

6. Contractor-furnished, Owner-installed products.

7. Access to site.

8. Coordination with occupants.

9. Work restrictions.

10. Specification and drawing conventions.

11. Miscellaneous provisions.

1.3 PROJECT INFORMATION

A. Project Identification: MCT Base Facility Pavement Repair 2026

B. Project Location: One Transit Way, Pontoon Beach, IL

C. Owner: MCT

1. Owner's Representative: Dave Massey,PE, MCT Project Engineer

D. Engineer: Juneau Assoc., Inc., 2450 Pontoon Road, Granite City, IL 62040

1. Engineer’s Representative: Brian Kulick

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. Pavement Repair - As defined in plans, partial and full depth 8” concrete repair along with crack filling and pavement marking.

SUMMARY 01 10 00 - 2

1.5 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section. Access off Chain of Roaks Road shall be Transit Lane. Contractor shall close the gate at the end of working day. Construction crew parking and staging shall be on the west side of Transit Lane and north of the concrete bus parking.

B. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to within units approved for work by Owner.

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, buses, and deliveries at all times. Do not use these areas for parking or storage of materials.

a. Storage materials to be provide north of bus parking area.

b. Schedule deliveries to minimize use of driveways and entrances by construction operations.

c. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

1.6 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work on the concrete pavement to working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated.

C. Controlled Substances: Use of tobacco products and other controlled substances on the Project Site is not permitted.

D. Employee Identification: Contractor shall provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

1.7 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

SUMMARY 01 10 00 - 3

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. The use of the term General Contractor shall be interpreted as Prime Contractor throughout the specifications.

D. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Keyed noting: Materials and products are identified by reference keyed notes referencing information found in this Project Manual.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 1

SECTION 01 26 00 - CONTRACT MODIFICATION PROCEDURES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

B. Related Requirements:

1. Section 012500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.

1.3 MINOR CHANGES IN THE WORK

A. Engineer will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental Instructions."

1.4 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Engineer will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Engineer are not instructions either to stop work in progress or to execute the proposed change.

2. Within 20 days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 2

duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

e. Quotation Form: Use forms acceptable to Engineer.

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

7. Proposal Request Form: Use form acceptable to Engineer.

1.5 ADMINISTRATIVE CHANGE ORDERS

A. Allowance Adjustment: See Section 012100 "Allowances" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect actual costs of allowances.

B. Unit-Price Adjustment: See Section 012200 "Unit Prices" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect measured scope of unit-price work.

1.6 CHANGE ORDER PROCEDURES

A. On Owner's approval of a Work Changes Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G701.

1.7 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: Engineer may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 3

1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 26 00

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 1

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Work Summary.

2. Working Hours and Notifications.

3. General coordination procedures.

4. Coordination drawings.

5. Requests for Information (RFIs).

6. Project meetings.

B. The Contractor shall remove and repair concrete pavement in phases to minimize disruptions to bus operations.

C. Working Hours and Notifications

All work shall be completed during the hours of 7 a.m. and 5 p.m. Monday thru Friday excluding holidays. Any change in the work schedule must be approved by MCT.

Notifications to MCT:

2 weeks notice prior to on-site work. Allows MCT sufficient time to set up a temporary relocation for buses and driver relief services before work begins.

2 business days prior to on-site work. Allows MCT time to make internal notifications.

D. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

E. Related Requirements:

1. Section 01 32 00 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 2

1.3 DEFINITIONS

A. RFI (Request For Information): Request from Owner, Engineer, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Post copies of list in project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times.

1.5 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work.

Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

1. CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES TO NOT

IMPEEDE ON-GOING BUS FACILITY OPERATION AND/OR MOVEMENT.

BUS FACILITY OPERATIONS WILL REMAIN IN OPERATION THROUGHOUT

CONSTRUCTION DURATION.

2. Schedule construction operations in sequence are required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

3. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

4. Make adequate provisions to accommodate items scheduled for later installation.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 3

1.6 COORDINATION DRAWINGS

A. Coordination Drawings: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.

b. Coordinate the addition of trade-specific information to the coordination drawings by multiple contractors in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review.

c. Indicate required installation sequences.

d. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Engineer indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Review: Architect will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Architect determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Architect will so inform Contractor, who shall make changes as directed and resubmit.

C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Preparation Format: DWG, Version AutoCadd 2013, operating in Microsoft Windows operating system.

3. File Submittal Format: Submit or post coordination drawing files using format same as file preparation format.

4. Architect will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files.

a. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings.

b. Digital Data Software Program: Drawings are available in AutoCadd 2013.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 4

c. Contractor shall execute a data licensing agreement in the form of AIA Document C106.

1.7 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Architect will return RFIs submitted to Architect by other entities controlled by Contractor with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Architect.

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

12. Contractor's signature.

13. Attachments: Include sketches, descriptions, measurements, photos, Product

Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Architect.

1. Attachments shall be electronic files in Adobe Acrobat PDF format.

D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 5

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract

Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt of additional information.

3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures."

a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Software log with not less than the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect.

4. RFI number including RFIs that were returned without action or withdrawn.

5. RFI description.

6. Date the RFI was submitted.

7. Date Architect's response was received.

F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response.

1. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.

2. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate.

1.8 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Engineer of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 6

3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting.

B. Preconstruction Conference: Architect will schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement.

1. Conduct the conference to review responsibilities and personnel assignments.

2. Attendees: Authorized representatives of Owner, Owner's Commissioning

Authority, Architect, and their consultants; Contractor and its superintendent;

major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect progress, including the following:

a. Tentative construction schedule.

b. Critical work sequencing and long-lead items.

c. Designation of key personnel and their duties.

d. Lines of communications.

e. Procedures for processing field decisions and Change Orders.

f. Procedures for RFIs.

g. Procedures for testing and inspecting.

h. Procedures for processing Applications for Payment.

i. Distribution of the Contract Documents.

j. Submittal procedures.

4. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.

C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Engineer, and Owner's Commissioning Authority of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:

a. Contract Documents.

b. Options.

c. Related RFIs.

d. Related Change Orders.

e. Deliveries.

f. Submittals.

g. Review of mockups.

h. Possible conflicts.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 7

i. Compatibility requirements.

j. Time schedules.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.

5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

D. Progress Meetings: Conduct progress meetings at weekly intervals.

1. Coordinate dates of meetings with preparation of payment requests.

2. Attendees: In addition to representatives of Owner, Owner's Commissioning

Authority and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Review and correct or approve minutes of previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule.

Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

1) Review schedule for next period.

b. Review present and future needs of each entity present, including the following:

1) Interface requirements.

2) Sequence of operations.

3) Status of submittals.

4) Deliveries.

5) Off-site fabrication.

6) Access.

7) Site utilization.

8) Temporary facilities and controls.

9) Progress cleaning.

10) Quality and work standards.

11) Status of correction of deficient items.

4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 8

a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 31 00

QUALITY REQUIREMENTS 01 40 00 - 1

SECTION 01 40 00 - QUALITY REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Control of installation.

B. Tolerances.

C. Testing and inspection services.

D. Manufacturers' field services.

1.2 RELATED REQUIREMENTS

A. Section 01 60 00 - Product Requirements: Requirements for material and product quality.

1.3 REFERENCE STANDARDS

A. ASTM C 1077 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation; 2008.

B. ASTM C 1093 - Standard Practice for Accreditation of Testing Agencies for

Masonry; 2008.

C. ASTM D 3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction; 2008.

D. ASTM E 543 - Standard Specification for Agencies Performing Nondestructive

Testing; 2008a.

1.4 SUBMITTALS

A. All testing as required in other sections will be provided by Contractor.

B. Test Reports: After each test/inspection, promptly submit two copies of report to Architect and to Owner.

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

QUALITY REQUIREMENTS 01 40 00 - 2

i. Results of test/inspection.

j. Conformance with Contract Documents.

k. When requested by Architect, provide interpretation of results.

C. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

D. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator or for Owner.

1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.

1.5 TESTING AND INSPECTION AGENCIES

A. Contractor will employ and pay for services of an independent testing agency to perform other specified testing.

B. Employment of agency in no way relieves Contractor of obligation to perform

Work in accordance with requirements of Contract Documents.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have Work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

QUALITY REQUIREMENTS 01 40 00 - 3

3.2 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.3 TESTING AND INSPECTION

A. See individual specification sections for testing required.

B. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.

4. Promptly notify Architect and Contractor of observed irregularities or non- conformance of Work or products.

5. Perform additional tests and inspections required by Architect.

6. Submit reports of all tests/inspections specified.

C. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

D. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work .

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. To provide storage and curing of test samples.

4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay

QUALITY REQUIREMENTS 01 40 00 - 4

for additional samples, tests, and inspections required by Contractor beyond specified requirements.

6. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

E. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect.

F. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.

3.4 MANUFACTURERS' FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary.

B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

3.5 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not conforming to specified requirements.

END OF SECTION 01 40 00

TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 1

SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS

A. Temporary utilities.

B. Temporary sanitary facilities.

C. Temporary Controls: Barriers.

D. Security requirements.

E. Vehicular access and parking.

F. Waste removal facilities and services.

1.2 TEMPORARY UTILITIES

A. Owner will provide the following:

1. Electrical power and metering, consisting of connection to existing facilities.

2. Water supply, consisting of connection to existing facilities.

B. Use trigger-operated nozzles for water hoses, to avoid waste of water.

1.3 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. Use of existing facilities is not permitted.

C. Maintain daily in clean and sanitary condition.

1.4 BARRIERS

A. Provide barriers to prevent unauthorized entry to perimeter of construction areas during each phase, to prevent access to areas that could be hazardous to workers or the public and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.5 FENCING

A. Provide vinyl fence (color selected by Owner), cones, barricades or ribbon depending on activity around construction areas during each phase.

TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 2

1.6 VEHICULAR ACCESS AND PARKING

A. Coordinate access and haul routes with governing authorities and Owner.

B. Provide and maintain access to fire hydrants, free of obstructions.

C. Contractor shall clean all pavement dirtied by Contractor action immediately.

D. Provide means of removing mud and debris from vehicle wheels before exiting or traveling on newly paved areas.

E. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.

F. Do not allow vehicle parking on existing pavement.

1.7 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

B. Provide containers with lids. Remove trash from site periodically.

C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.

D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.

E. Provide designated concrete truck washout containers.

1.8 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection.

B. Remove underground installations to a minimum depth of 5 feet. Grade site as indicated on drawings.

C. Clean and repair damage caused by installation or use of temporary work.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION 01 50 00

TRAFFIC CONTROL 01 55 26 - 1

SECTION 01 55 26 - TRAFFIC CONTROL

1.1 BASE BID

A. Construction Parking Control

B. Flagger

C. Haul Routes

D. Traffic Signs

E. Traffic Signals

F. Warning and Work Lights

G. Removal

H. Traffic Control and Protection

I. Construction and Maintenance Sign Supports

J. Sign Removal and Replacement

1.2 CONSTRUCTION PARKING CONTROL

A. Control vehicular parking to prevent interference with MCT bus operations, access by emergency vehicles and adjacent property owner’s operations. Consult with Owner on construction parking and access.

B. Monitor parking of construction personnel vehicles. Maintain vehicular access to and through parking areas. Construction personal vehicles shall park in the grass staging area north of the concrete bus parking area and west of Transit Lane. Only authorized construction vehicles shall park in the construction area of phases. NO personal vehicles will be allowed to park outside of the designated parking area.

C. Prevent parking on and adjacent to access roads or in non-designated areas.

1.3 FLAGGER

A. Provide trained and equipped flagger to regulate traffic when construction operations and traffic encroach on public traffic lanes according to guidelines in “Manual on Uniform Traffic Control Devices” (MUTCD)

B. Flagger shall also be provided as requested by the Owner.

1.4 HAUL ROUTES

A. Consult with the Owner and provide written approval from the Authority having jurisdiction for using public thoroughfares for haul routes and site access prior to the start of hauling activities.

TRAFFIC CONTROL 01 55 26 - 2

B. Confine construction traffic to haul routes.

C. Maintain traffic and parking areas in sound condition free of excavated material, construction equipment, products, mud, snow and ice.

D. Maintain existing and permanent paved areas used for construction.

E. Promptly repair breaks, potholes, low areas, standing water and other deficiencies, to maintain paving and drainage in original or specified condition.

1.5 TRAFFIC SIGNS

A. Traffic signs shall be installed as shown on traffic control drawings. All signs shall conform to the requirements in the MUTCD. Supplemental signs shall be installed as required by local jurisdictions.

B. Install and maintain channelizers, traffic barricades and barriers to direct and maintain orderly flow of traffic in areas under the Contractor’s control and areas affected by the Contractor’s operations. Prohibit public access in work zones with Type 3 barricades.

C. Relocate traffic signs as Work progresses to maintain effective traffic control. Provide any additional traffic control signage and barricades for a safe work zone as requested by the Owner.

1.6 WARNING AND WORK LIGHTS

A. Provide and maintain steady burn and flashing warning lights, on barricades and channelizing devices as needed and as specified on the drawings. Maintenance shall include daily testing and periodic night inspection to assure proper functioning and prompt replacement of devices. Devices shall conform to the MUTCD.

1.7 REMOVAL

A. Remove equipment and devices when no longer required.

B. Repair damage caused by installation of traffic signs.

C. Remove post settings to a depth of two (2) feet.

1.8 TRAFFIC CONTROL AND PROTECTION

A. Unless otherwise approved, the ONLY contractor access point shall be Transit Lane. At no time should the contractor use Transit Way (bus access) or the MCT employee entrance. Work in areas is to be performed in such a manner that a minimum amount of interference will be caused to MCT bus operations and pedestrian traffic. Traffic control shall include all work as specified herein and any other provision required by law for the protection and safety of property and individuals in a construction zone.

B. The Contractor shall furnish, erect, maintain and remove all traffic control devices, in accordance with Article 107.14 and Sections 701, 702, 703, and 704 of the "Standard Specifications for Road and Bridge Construction", the latest edition of the "Manual of Uniform Traffic Control Devices for Construction and Maintenance Operations" and as directed by the Owner. Traffic control devices shall include all temporary traffic control and regulatory signs including temporary stop signs as described herein, warning signs

TRAFFIC CONTROL 01 55 26 - 3

and their supports, temporary pavement markings, barricades with sand bags, plastic drums, channelizing devices, warning lights if necessary, flaggers, or any other device used for the purpose of regulating, warning, or guiding traffic through the construction zone.

C. Prior to beginning work on the project, the Contractor shall furnish and install advance warning signs as required by construction operations, detailed in the applicable Highway Standards, as shown on the Staging/Phasing Plan and as directed by the Owner.

Sufficient barricades or drums shall be on the job site ready for use in the construction of this project. Barricades will be required to control access at work zones and MCT operations. MCT will direct Contractor on barricade locations. Barricade placement and sign spacing may be adjusted by the Owner to suit field conditions.

D. MCT shall be notified at least 48 hours prior to the Contractor beginning any work or installing any traffic control. All traffic control and protection associated with the work proposed within any street right of way shall conform to the applicable portions of Section 701 of the "Standard Specifications for Road and Bridge Construction".

E. Throughout the construction period, all material piles, equipment, open excavations or other obstructions or hazards to motorists or pedestrians shall be enclosed by fences or protected by barricades and proper lighting (i.e. flashing lights).

F. At no time shall the Contractor be allowed to close MCT roads and streets without prior approval of MCT. The Contractor shall conduct his operations to insure local access to all affected properties in accordance with Article 107.09 and Section 701 of the "Standard Specifications for Road and Bridge Construction". It is understood that the contractor shall be solely responsible for providing reasonable access for all private and commercial entrances during the construction of this project according to Article 107.09 of the Standard Specifications.

G. If required, Type I or Type II barricades or drums shall be used to channelize traffic. The number of barricades or drums required shall be determined during construction by the Owner. If channelizing is overnight, steady burning lights will be required on the Type l or Type II barricades. Type I or Type II barricades or drums used in channelization shall be stabilized in a manner allowed by Article 701.03 of the "Standard Specifications for Road and Bridge Construction".

H. The Contractor shall be responsible for the proper location, installation, and arrangement of all traffic control devices as shown on the plans or as directed by the Owner. Special attention shall be given to advance warning signs during construction operations in order to keep lane assignment consistent with barricade placement at all times. The Contractor shall cover or remove all traffic control devices that are inconsistent with lane assignment patterns during construction.

I. When traveling in lanes open to public traffic, the Contractor's vehicles shall always move with and not against the flow of traffic. These vehicles shall enter or leave work areas in a manner that will not be hazardous to or interfere with traffic and shall not park or stop except within designated work areas. Personal vehicles shall not park within the right-of-way except in specific areas designated for parking.

J. Any drop off from pavement open to traffic which is greater than three inches, but less than six inches, within eight feet of the pavement edge shall be protected by Type I or

TRAFFIC CONTROL 01 55 26 - 4

Type II barricades equipped with mono-directional steady burn lights at 100-foot center-to-center spacing. If the drop off within eight feet of the pavement edge exceeds six inches, the barricades mentioned above shall be placed at 50-foot center-to-center spacing. Other potential hazards located within the project limits shall be protected by Type I or Type II barricades with steady burning flashing lights. Barricades that must be placed in excavated areas shall have leg extensions installed such that the top of the barricade is in compliance with the height requirements of Standard 702001. Vertical panels or other delineating devices may be substituted for Type I or Type II barricades with the approval of the Owner.

K. The Contractor, when directed by the Owner shall remove all traffic control devices which were furnished, installed and maintained by him under this contract, and such devices shall remain in place until specific authorization for relocation or removal is received from the Owner.

1.9 CONSTRUCTION AND MAINTENANCE SIGN SUPPORTS

A. This work shall be done in accordance with Article 702.05 of the Standard Specifications and Highway Standard 702001 except as herein modified.

B. All construction signs mounted on permanent support for use in temporary traffic control having an area of 10 square feet or more shall be mounted on two 4” x 4” or two 4” x 6” wood posts. Type A metal post (two for each sign) conforming to Article 1006.29 of the Standard Specifications may be used in lieu of wood posts. Type A metal posts used for these signs may be unfinished.

1.10 SIGN REMOVAL AND REPLACEMENT

A. This work shall consist of furnishing all labor, material and equipment necessary to remove existing traffic signs (i.e. stop signs, speed signs, etc.) conflicting with the proposed work and stockpile these signs at a location designated by the Owner and replace these signs according to the Illinois Manual on Uniform Traffic Control Items at locations designated by the Owner.

B. The Contractor shall be responsible for the damage or destruction of property of any character resulting from neglect, misconduct or omission in his/her manner or method of execution or non-execution of the work, or caused by defective work or the use of unsatisfactory materials, and such responsibility shall not be released until the work shall have been completed and accepted and the requirements of the specifications complied with.

PART 2 - PRODUCTS

NOT USED

PART 3 - EXECUTION

NOT USED

END OF SECTION 01 55 26

PRODUCT REQUIREMENTS 01 60 00 - 1

SECTION 01 60 00 - PRODUCT REQUIREMENTS

A. General product requirements.

B. Transportation, handling, storage and protection.

C. Product option requirements.

D. Substitution limitations and procedures.

E. Maintenance materials, including extra materials, spare parts, tools, and software.

1.2 RELATED REQUIREMENTS

A. Section 01 40 00 - Quality Requirements: Product quality monitoring.

1.3 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data.

Supplement manufacturers' standard data to provide information specific to this Project.

B. Shop Drawing Submittals: Prepared specifically for this Project;

PART 2 PRODUCTS

2.1 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the

Contract Documents.

B. Do not use products having any of the following characteristics:

1. Made using or containing CFC's or HCFC's.

C. Where all other criteria are met, Contractor shall give preference to products that:

1. Are extracted, harvested, and/or manufactured closer to the location of the project.

2. Have longer documented life span under normal use.

3. Result in less construction waste.

2.2 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.

PRODUCT REQUIREMENTS 01 60 00 - 2

B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named.

2.3 MAINTENANCE MATERIALS

A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections.

B. Deliver to Project site; obtain receipt prior to final payment.

PART 3 EXECUTION

3.1 SUBSTITUTION PROCEDURES

A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section.

B. Engineer will consider requests for substitutions only within 15 days prior to date

Bid Opening.

C. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor.

D. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

E. A request for substitution constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.

2. Will provide the same warranty for the substitution as for the specified product.

3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner.

4. Waives claims for additional costs or…