23-00669-00-PV_Specifications.pdf

Updated 10/10/2025

Country Club Road & Perkins Rd Improvements

Section 23-00669-00PV

October 10, 2025

Specifications

TABLE OF CONTENTS

A. City of Urbana Special Provisions

a. General Contractual Conditions

b. Technical Provisions

B. IDOT Special Provisions

a. Index for Supplemental Specifications

b. BLR 11300 – Check Sheet for Recurring Special Provisions

c. BDE Special Provisions

d. BLRS Special Provisions

C. Standard Details

a. City of Urbana Standard Details

b. IDOT District 5 Standard Details

c. IDOT Highway Standards

SECTION A

City of Urbana Special Provisions

City of Urbana Country Club Rd. & Perkins Rd. Improvements

Section 23-00669-00-PV

Updated 1010/2025

CITY OF URBANA

SPECIAL PROVISIONS

PART 1 – GENERAL CONTRACTUAL CONDITIONS

1.1 COORDINATION OF CONTRACT DOCUMENTS

1.2 PRE-CONSTRUCTION MEETING

1.3 GUARANTEE PERIOD

1.4 INSURANCE

1.5 CONSTRUCTION AND MAINTENANCE NOISE

1.6 PREVAILING WAGE RATES

1.7 PROSECUTION OF THE WORK AND WORKING DAYS

1.8 TAX INCREMENT FINANCING (TIF) FUNDING REQUIREMENTS FOR CONTRACT TIMELINE

PART 2 - TECHNICAL PROVISIONS

2.1 LOCATION OF PROJECT

2.2 DESCRIPTION OF WORK

2.3 STATUS OF UTILITIES

2.4 TREE LIMB PRUNING

2.5 ASPHALT MILLINGS

2.6 MANHOLE ADJUSTMENT RINGS

2.7 FLY ASH

2.8 PROPOSED STORM SEWER CONNECTION TO EXISTING STORM SEWER

2.9 STORM SEWER, (WATER MAIN QUALITY PIPE)

3.0 CONCRETE MEDIAN SURFACE REMOVAL

3.1 DETOUR SIGNING

3.2 BIAXIAL GEOGRID

3.3 UNDERGROUND CONDUIT, PVC, 2” DIA

3.4 ELECTRIC CABLE IN CONDUIT, 600 V (XLP-TYPE USE)

3.5 MAINTAIN EXISTING LIGHTING SYSTEM

3.6 LIGHT POLE, SPECIAL, 30’

3.7 TRAFFIC CONTROL AND PROTECTION (SPECIAL)

3.8 JUNCTION BOX (SPECIAL)

3.9 LIGHT POLE FOUNDATION (SPECIAL)

PART 1 – GENERAL CONTRACTUAL CONDITIONS

1.1 Coordination of Contract Documents

The following table supplements the hierarchy of contract documents according to Article 105.05 of the Standard Specifications.

Authorized Change Orders Hold over: Addenda to Contract Documents, Special

Provisions, Plans, Recurring Special Provisions, Supplemental Specifications, and Standard Specifications.

Addenda to Contract Documents Hold over: Special Provisions, Plans, Recurring Special Provisions, Supplemental Specifications, and Standard Specifications.

Special Provisions (1) Hold over: Plans, Recurring Special Provisions, Supplemental Specifications, and Standard Specifications.

Plans (2) Hold over: Recurring Special Provisions, Supplemental Specifications, and Standard Specifications.

Notes:

(1) The term “Special Provisions” includes General Information, General Contractual Conditions, and Technical Provisions.

(2) Detail plans hold over Urbana Standard Details, and Urbana Standard Details hold over IDOT District or Highway Standards.

1.2 Pre-Construction Meeting

As soon as possible after receipt of the Notice to Proceed, the ENGINEER will schedule a Pre-construction Meeting for the project. The CONTRACTOR shall have his/her General Superintendent and Jobsite Superintendent present at the appropriate meeting to discuss all details of the project. At these meetings, the CONTRACTOR shall submit for approval information and drawings where appropriate on all major equipment and materials planned for use on the projects to the ENGINEER for approval.

Information shall be included on a minimum of the following items:

A. List of Subcontractors and Material Suppliers B. Shop Drawings C. Erosion Control Plan and Inlet Filter Systems D. Construction Staging and Access to Properties E. Traffic Control Plan F. Progress Schedule

1.3 Guarantee Period

The CONTRACTOR shall warrant all work performed for a period of one (1) year from the date of completion and acceptance by the OWNER.

1.4 Insurance

Insurance must be placed with companies with an A.M. Best Rating of A- VIII or better.

For “Employers Liability” (part (a)(2) of Article 107.27 of the Standard Specifications), change the coverage limit to $1,000,000 for each category. Coverage will include a waiver of subrogation in favor of the City of Urbana.

Add the following requirements to “Commercial General Liability” (part (b) of Article 107.27 of the Standard Specifications):

(4) Personal and Advertising Injury Liability Limit $1,000,000.

Contractor shall name the City of Urbana and its officers and employees as additional insured (additional insured status must be provided via CG 2010 07/04 and CG 2037 07/04 for two (2) years from completion of the project), on a primary and non-contributory basis to any City of Urbana insurance or self-insured program, for liability arising out of the activities of Contractor.

Coverage will include contractual liability and a waiver of subrogation.

Add the following requirements to “Commercial Automobile Liability” (part (c) of Article 107.27 of the Standard Specifications):

Contractor shall name the City of Urbana and its officers and employees as additional insured on a primary and non-contributory basis to any City of Urbana insurance or self-insured program, for liability arising out of the activities of Contractor. Coverage will include a waiver of subrogation.

Add the following requirements to “Umbrella Liability” (part (d) of Article 107.27 of the Standard Specifications):

(1) General Aggregate Limit $5,000,000

(2) Each Occurrence Limit $5,000,000

Pollution Liability. When the services provided under this contract include any potential pollution/environmental risk or losses caused by pollution conditions, including mold and asbestos, that may arise from the Contractor’s work, Contractor shall maintain pollution liability insurance coverage at minimum limits as indicated below for itself, and its employees and agents. When a claims-made policy is renewed or replaced, the policy retroactive date must coincide with, or precede commencement of services by Contractor under this Contract. A claims-made policy that is replaced by an occurrence-based policy or not renewed must have an extended reporting period of at least two years.

Pollution Liability $1,000,000 per occurrence $2,000,000 annual aggregate

Contractor shall name the City of Urbana and its officers and employees as additional insured on a primary and non-contributory basis to any City of Urbana insurance or self-insured program, for liability arising out of the activities of Contractor. Coverage will include a waiver of subrogation.

1.5 Construction and Maintenance Noise

The contractor shall adhere to the City of Urbana noise ordinance Section 16-7 in scheduling work windows. According to the ordinance, it is unlawful to use any construction equipment to perform any construction or maintenance work associated with this project at any time between the hours noted below where such construction equipment is operated within six hundred (600) feet of any residence, hospital, or place of worship.

• 8:00 pm through 7:00 am Monday through Saturday

• 8:00 pm Saturday through 12:00 pm (noon) Sunday

• 8:00 pm Sunday through 7:00 am Monday

This time regulation shall not apply to sawing contraction joints, maintenance or operation of safety and traffic control devices such as barricades, signs and lighting, or to construction of an emergency nature.

Any arrow board used for traffic control that is to remain in place overnight shall be of a non-motorized type in order to eliminate noise and comply with the City’s Ordinance.

Exception: 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 above standards. Such equipment shall be operated as designated above.

1.6 Prevailing Wage Rates

The current prevailing wage rates for Champaign County, Illinois are found on the Illinois Department of Labor (IDOL) website (https://labor.illinois.gov/laws-rules/conmed/current-prevailing-rates.html).

1.7 Prosecution of the Work and Working Days

Replace Article 108.03 of the Standard Specifications with the following:

The Contractor shall begin the work to be performed under the contract according to a satisfactory progress schedule or critical path schedule. If the Contractor has not submitted a satisfactory progress schedule or critical path schedule to the Engineer within five days after the execution of the contract by the Department, then the Contractor shall begin the work to be performed under the contract not later than ten days after the execution of the contract by the Department. The work shall be prosecuted in such a manner and with such a supply of materials, equipment and labor as is considered necessary to ensure its completion according to the time specified in the contract.

The Contractor shall notify the Engineer at least 24 hours in advance of either discontinuing or resuming operations.

Add the following to the end of the first paragraph of Article 108.04 of the Standard Specifications:

The charging of working days may start later than ten days after the execution and approval of the contract according to a satisfactory progress schedule or critical path schedule.

https://labor.illinois.gov/laws-rules/conmed/current-prevailing-rates.html

1.8 Tax Increment Financing (TIF) Funding Requirements for Contract Timeline

This project utilizes TIF 4 District funds. Because the TIF 4 District is set to expire on December 31, 2025, all TIF 4 funds are to be obligated prior to December 31, 2025 and spent prior to December 31, 2026. The following provisions related to contract timeline are required to ensure the City of Urbana complies with the TIF 4 District expiration timeline.

Execution of Contract. The award of contract and execution of contract shall be according to Local Roads and Streets Recurring Special Provision #LRS6, “Bidding Requirements and Conditions for Contract Proposals”, and the following:

The contract shall be fully executed by both the successful bidder and the Awarding Authority no later than Monday, December 8, 2025. Due to this time constraint, a proposal would be considered non-responsive if the bidder does not have an active Equal Employment Opportunity (EEO) Certification with the City of Urbana.

Completion Date. All work shall be completed by Friday, October 30, 2026.

PART 2 - TECHNICAL PROVISIONS

The following Special Provisions supplement the “Standard Specifications for Road and Bridge Construction, Adopted January 1, 2022”, the latest edition of the “Manual on Uniform Traffic Control Devices for Streets and Highways”, and the “Manual of Test Procedures for Materials” in effect on the date of invitation for bids, and the “Supplemental Specifications and Recurring Special Provisions” indicated on the Check Sheet included herein, which apply to and govern the construction of and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.

2.1 Location of Project

The project is located on Country Club Rd and Perkins Rd from Golfview Dr to Carroll Ave.

2.2 Description of Work

Country Club Rd and Perkins Rd from Golfview Dr to Carroll Ave consists of a single 12-foot lane of through traffic in each direction, separated by a corrugated painted median at the intersection of Cunningham Road. The project includes roadway resurfacing of Country Club Road, a widening and reconstruction of a section of Perkins Road, additional sidewalk on the north side and construction of a new shared-use path on the south side of the roadway.

2.3 Status of Utilities

Name & Address of Utility

Type Location(s) Adjustment or Relocation

City of Urbana 706 Glover Ave.

Urbana, IL 61802

Storm Manhole Sta 46+47.16 Adjustment

City of Urbana 706 Glover Ave.

Urbana, IL 61802

Storm Manhole Sta 53+43.05 Adjustment

2.4 Tree Limb Pruning

The City of Urbana will perform any tree limb pruning required to accommodate construction operations.

If the Contractor encounters any existing tree limbs that will impede the progress of construction, the Contractor shall notify the Engineer.

2.5 Asphalt Millings

The asphalt millings removed from the pavement surface during construction activities shall be delivered by the Contractor to the City’s Landscape Recycling Center at 1210 East University Avenue, Urbana. The Contractor shall notify the City 72 hours in advance to coordinate the delivery of the asphalt millings. The normal operating hours of the City’s Landscape Recycling Center are from 8:00 AM to 3:30 PM Monday through Saturday, except holidays observed by the City. If special conditions require work to be performed outside of these normal operating hours, the Contractor shall notify the Engineer in advance.

The cost of compliance with this Special Provision will not be paid for separately but shall be considered, as incidental to the various HOT-MIX ASPHALT SURFACE REMOVAL pay items and no additional compensation will be allowed.

2.6 Manhole Adjustment Rings

For manholes, adjusting rings shall be fabricated from Cretex expanded polypropylene (EPP), or approved equivalent. This work shall be considered incidental to the manhole adjustments and shall not be paid separately.

2.7 Fly Ash

Replace part (c)(1) of Article 1020.05 with the following: “Fly ash shall not be used to partially replace Portland cement in Portland cement concrete.”

2.8 Proposed Storm Sewer Connection to Existing Storm Sewer

This work shall include the permanent connection of proposed storm sewers to existing storm sewer shown on the plans in accordance with Section 550 of the Standard Specifications and as specified herein.

The Contractor shall be responsible for field verification of proposed invert connection locations prior to commencing any storm sewer work. Connections to existing storm sewers shall provide a clean fit, and a concrete collar provided as necessary or as directed by the Engineer.

The Contractor shall remove the last partial section of existing concrete pipe, so the bell or spigot end of the pipe is exposed. The proposed storm sewer shall be connected to the existing storm sewer according to Article 550.06. In the event the bell or spigot end of the pipe is already exposed, the proposed storm sewer shall be connected to the existing storm sewer according to Article 550.06, and this pay item will be removed.

This work may, also, include connecting proposed storm sewer to an existing storm sewer manhole.

This work shall be measured and paid for at the contract unit price per EACH for PROPOSED STORM SEWER CONNECTION TO EXISTING STORM SEWER, which price shall be payment in full for all labor, material, and equipment necessary to complete all the work as specified including excavation, backfill, concrete collar, and trench backfill.

2.9 STORM SEWER, (WATER MAIN QUALITY PIPE)

Effective January 1, 2011 Revised August 1, 2014

This work consists of constructing storm sewer to meet water main standards, as required by the IEPA or when otherwise specified. The work shall be performed in accordance with applicable parts of Section 550 of the Standard Specifications, applicable sections of the current edition of the IEPA Regulations (Title 35 of the Illinois Administrative Code, Subtitle F, Chapter II, Section 653.119), the applicable sections of the current edition of the "Standard Specifications for Water and Sewer Main Construction in Illinois", and as herein specified.

This provision shall govern the installation of all storm sewers which do not meet IEPA criteria for separation distance between storm sewers and water mains. Separation criteria for storm sewers placed adjacent to water mains and water service lines are as follows:

(1) Water mains and water service lines shall be located at least 10 feet (3.05 meters) horizontally from any existing or proposed drain, storm sewer, sanitary sewer, or sewer service connections.

(2) Water mains and water service lines may be located closer than 10 feet (3.05 meters) to a sewer line when:

(a) Local conditions prevent a lateral separation of 10 feet (3.05 meters); and

(b) The water main or water service invert is 18 inches (460 mm) above the crown of the sewer; and

(c) The water main or water service is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer.

(3) A water main or water service shall be separated from a sewer so that its invert is a minimum of 18 inches (460 mm) above the crown of the drain or sewer whenever water mains or services cross storm sewers, sanitary sewers or sewer service connections.

The vertical separation shall be maintained for that portion of the water main or water services located within 10 feet (3.05 meters) horizontally of any sewer or drain crossed.

When it is impossible to meet (1), (2) or (3) above, the storm sewer shall be constructed of concrete pressure pipe, slip-on or mechanical joints ductile iron pipe, or PVC pipe equivalent to water main standards of construction. Construction shall extend on each side of the crossing until the perpendicular distance from the water main or water service to the sewer or drain line is at least 10 feet (3.05 meters). Storm sewer meeting water main requirements shall be constructed of the following pipe materials:

Concrete Pressure Pipe

Concrete pressure pipe shall conform to the latest ANSI/AWWA C300, C301, C302, or C303.

Joints shall conform to Article 41-2.07B of the “Standard Specifications for Water and Sewer Main Construction in Illinois.”

Ductile Iron Pipe

Ductile Iron pipe shall conform to ANSI A 21.51 (AWWA C151), class or thickness designed per ANSI A 21,50 (AWWA C150), tar (seal) coated and/or cement lined per ANSI A 21.4 (AWWA C104), with a mechanical or rubber ring (slip seal or push on) joints.

Joints for ductile iron pipe shall be in accordance with the following applicable specifications.

1. Mechanical Joints - AWWA C111 and C600

2. Push-On Joints - AWWA C111 and C600

Plastic Pipe

Plastic pipe shall be marked with the manufacturer’s name (or trademark); ASTM or AWWA specification; Schedule Number, Dimension Ratio (DR) Number or Standard Dimension Ratio (SDR) Number; and Cell Class. The pipe and fittings shall also meet NSF Standard 14, and bear the NSF seal of approval. Fittings shall be compatible with the type of pipe used. The plastic pipe options shall be in accordance with the following:

1. Polyvinyl Chloride (PVC) conforming to ASTM Standard D 1785. Schedule 80 is the minimum required for all pipe sizes, except when the pipe is to be threaded, and then it shall be Schedule 120. It shall be made from PVC compound meeting ASTM D 1784, Class 12454.

2. Polyvinyl Chloride (PVC) conforming to ASTM D 2241. A minimum wall thickness of SDR 26 is required for all pipe sizes (Note: The lower the SDR number, the higher the wall thickness and pressure rating). It shall be made from PVC compound meeting ASTM D 1784, Class 12454.

3. Chlorinated Polyvinyl Chloride (CPVC) conforming to ASTM f 441. A minimum of Schedule 80 is required for all pipe sizes. Threaded joints are not allowed. It shall be made from CPVC compound meeting ASTM D 1784, Class 23447.

4. Chlorinated Polyvinyl Chloride (CPVC) conforming to ASTM F 442. A minimum wall thickness of SDR 26 is required for all pipe sizes (Note: The lower the SDR number, the higher the wall thickness and pressure rating). It shall be made from CPVC compound meeting ASTM D 1784.

5. Polyvinyl Chloride (PVC) conforming to ANSI/AWWA C900. A minimum of wall thickness of DR 25 is required for all pipe sizes (Note: The lower the DR number, the higher the wall thickness and pressure rating). It shall be made from PVC compound meeting ASTM D 1784, Class 12454.

6. Polyvinyl Chloride (PVC) conforming to ANSI/AWWA C905. A minimum of wall thickness of DR 26 is required for all pipe sizes (Note: The lower the DR number, the higher the wall thickness and pressure rating). It shall be made from PVC compound meeting ASTM D 1784, Class 12454.

Joining of plastic pipe shall be by push-on joint, solvent welded joint, heat welded joint, flanged joint, or threaded joint, in accordance with the pipe manufacturer’s instructions and industry standards. Special precautions shall be taken to insure clean, dry contact surfaces when making solvent or heat welded joints. Adequate setting time shall be allowed for maximum strength.

Elastometric seals (gaskets) used for push-on joints shall comply with ASTM F477.

Solvent cement shall be specific for the plastic pipe material and shall comply with ASTM D 2564 (PVC) or ASTM F 493 (CPVC) and be approved by NSF.

This work will be measured and paid for at the contract unit price per Foot (Meter) for STORM SEWER (WATER MAIN QUALITY PIPE) of the diameter and type specified.

3.0 Concrete Median Surface Removal

This work shall consist of the removal and satisfactory disposal of all existing concrete median surfaces at the locations shown in the plans or determined by the Engineer. The work shall be done in accordance with Article 440.03 of the Standard Specifications.

This work will be paid for at the contract unit price per square foot (square meter) for CONCRETE MEDIAN SURFACE REMOVAL and no additional compensation will be allowed.

3.1 DETOUR SIGNING

The work within this contract will cause a Road closure. All signing shall be furnished by the Contractor, erected at the locations shown within the contract plans, maintained, and removed by the Contractor unless otherwise noted in the plans.

All detour signs shall be in new or like-new condition at the start of the project. If an advanced warning or detour sign is damaged or becomes unreadable, this sign shall be replaced by a new or like new sign, as directed by the Engineer. All signs shall meet current IDOT policy for retro-reflectivity requirements. Sizes of signs not specified in the plans shall be as required by the Manual on Uniform Traffic Control Devices (MUTCD) and the Illinois Supplement to the MUTCD.

The City will require a minimum notification of 21 days prior to the actual Road Closure to ensure specific route over-width permitted loads are not sent to the restriction site. In their notification, the Contractor shall include the location and scheduled Road Closure start date. The Contractor is advised they will not be allowed to close the road without the 21 day notice and failure to provide proper notice will delay the road closure. The notice of road closure is considered a part of the Contractor’s approved work schedule and it is the Contractor’s responsibility to provide proper notice. Delays caused by failure to provide notice shall not be considered justification for workday additions.

All work associated with the furnishing, erecting, maintaining, and removal of Detour Signing will be paid for as DETOUR SIGNING – L SUM.

3.2 BIAXIAL GEOGRID

Description. This work shall consist of furnishing and installing Biaxial Geogrid at locations as shown in the contract plans and in accordance with the manufacturer’s recommendations and Section 210 except as modified herein.

Materials. The Biaxial Geogrid shall be composed of extruded polypropylene that is punched and drawn in two directions and meet the following minimum average roll values (MARV) in accordance with ASTM D4759-02:

1) Tensile Strength at 2% Strain determined in accordance with ASTM D6637-10 Method A: MD Value = 410 lb/ft

XMD Value = 620 lb/ft

2) Tensile Strength at 5% Strain determined in accordance with ASTM D6637-10 Method A: MD Value = 810 lb/ft

XMD Value = 1,340 lb/ft

3) Ultimate Tensile Strength determined in accordance with ASTM D6637-10 Method A: MD Value = 1,310 lb/ft

XMD Value = 1,970 lb/ft

The Biaxial Geogrid aperture shall meet the following nominal dimensions:

MD Value = 1.0 in XMD Value = 1.3 in

Method of Measurement. Biaxial Geogrid will be measured for payment in place and the area computed in square yards (square meters).

Basis of Payment. Biaxial Geogrid will be paid for at the contract unit price per square yard (square meter) for BIAXIAL GEOGRID.

3.3 UNDERGROUND CONDUIT, PVC, 2” DIA.

Description. This work shall consist of furnishing and installing conduit of the type and size specified in accordance with Section 810 of the Standard Specifications and the following additions or exceptions.

All conduits installed below pavement shall be Schedule 80 unless otherwise directed by the Engineer.

When PVC conduit is required to be spliced to steel conduit sections, a heavy wall set screw connector with PVC female adapter shall be installed and sealed by duct seal and plastic tape. Intercepting existing conduit, including all required adapters, will not be paid for separately but shall be included in the cost of the respective conduit pay item, and no additional compensation will be allowed.

A ¼” polypropylene pull rope shall be installed in all conduit runs. A minimum of 2 feet of rope shall be provided at each end of a conduit run.

Basis of Payment. This work will be paid for at the contract unit price per foot for UNDERGROUND CONDUIT, PVC, 2” DIA., which price shall include all labor, equipment, and material necessary to complete the work as specified.

Backfilling of conduit trenches with earth, screenings/sand, or controlled low-strength material will not be paid for separately but shall be included in the cost of the respective conduit pay item, and no additional compensation will be allowed.

3.4 ELECTRIC CABLE IN CONDUIT, 600 V (XLP-TYPE USE)

Description. This work shall be performed in accordance with Section 817 of the Standard Specifications and the following additions or exceptions.

Revise the second sentence of the first paragraph of Article 1066.02 to read:

“The cable shall be rated at a minimum of 90°C dry and 75°C wet, shall be suitable for installation in wet and dry locations, and shall be resistant to oils and chemicals.”

Add the following to Article 1066.03 of the Standard Specifications:

“The cable shall be rated 600 volts and shall be UL Listed Type RHH/RHW/USE.”

All electric cable shall be tagged with wiring identification markers at each point of access. All handholes, gulfbox junctions, junction boxes, pole handholes, and controller cabinets shall be considered as points of access. Wiring identification markers shall be in accordance with Article

1066.07 of the Standard Specifications.

Basis of Payment. This work will be paid for at the contract unit price per foot for ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C, of the size specified, which price shall include all labor, equipment, and material necessary to complete the work as specified.

3.5 MAINTAIN EXISTING LIGHTING SYSTEM

Description. This work shall consist of maintaining existing roadway lighting system that has been designated to remain in operation during Construction. Existing lighting systems, when specified in the plans, are intended only to indicate the general equipment installation of the systems involved and shall not be construed as an exact representation of the field conditions. It remains the Contractor’s responsibility to visit the site to confirm the exact condition of the electrical equipment and systems to be maintained.

Maintenance Procedures. Before taking over maintenance of the existing roadway lighting system, the Contractor shall arrange to make an inspection with the City of Urbana Electrical Supervisor (Mr.

Richard Reynolds – 217.384.2342) to determine if any corrective action is required and to mutually agree on a date for transferring maintenance. Any corrective action required to place the existing lighting system into satisfactory operating condition (as determined by the City of Urbana Electrical Supervisor) will be performed by the Contractor and paid for according to Article 109.04 of the Standard Specifications. The Contractor should normally begin maintaining the existing lighting system as soon as the Contractor begins any work (electrical or otherwise) at the site.

The Contractor shall be responsible for maintaining the roadway lighting system in proper operating condition until a date designated by the City of Urbana Electrical Supervisor. Maintenance procedures shall be as outlined in Article 801.11 of the Standard Specifications.

Basis of Payment. This work will be paid for at the contract unit price per lump sum for MAINTAIN EXISTING LIGHTING SYSTEM, which will be payment in full for maintaining the existing lighting system from the mutually agreed maintenance transfer date until all work tasks associated with the proposed lighting improvements have been completed. If for any reason the Contractor fails to properly maintain the existing roadway lighting system, leading to and requiring a response from State and/or City maintenance forces, the cost of such a response will be charged to the Contractor.

3.6 LIGHT POLE, SPECIAL, 30’

Description. This work shall consist of furnishing and installing aluminum 30-foot tall light poles with 6-foot davit arm light pole assemblies, LED luminaire fixtures, and accompanying breakaway coupling kit with two-piece aluminum coupling cover, complete with all hardware and accessories, in accordance with Sections 821, 830, and 836 of the Standard Specifications, the details in the plans, and the following additions or exceptions.

Materials. Each light pole shall be a Hapco™ Pole Products round tapered aluminum (RTA) pole, 30 feet in height, 0.188-inch wall thickness, 8 inch butt diameter, 6 inch top diameter, 4-bolt base, 6 foot single davit arm, and satin aluminum finish, using the following product specification sheet designation:

• RTA-30-D-8-B-4-D-1-6-01

Each luminaire shall be an Lumec™ Road Focus Plus LED Cobra Head Roadway Series fixture, 120- 277 Volt, 23000 lumens, Type III Enhanced Back Light distribution, 3000K color temperature, field adjustable wattage switch, 7 pin photocontrol receptacle, gray paint color, internal bubble level, and tool-less entry, using the following product specification sheet designation:

• RPM-145W60LED-730-G1-R3MB-UNV-DMG-FAWS-TLDR7-GY3

Each breakaway coupling kit and two-piece aluminum coupling cover shall be manufactured by Hapco™ Pole Products, and shall accommodate the bolt circle diameter and the anchor base dimensions of the proposed 30-foot roadway light pole assembly to be installed on the proposed metal light pole foundation. Refer to the specification for LIGHT POLE FOUNDATION, SPECIAL, for additional information.

The two-piece coupling cover shall have a satin aluminum finish to match the 30-foot light pole assembly.

The Contractor shall provide sample shop drawings and color specifications for approval to the City of Urbana prior to ordering the proposed light pole assemblies. Approved alternates will be considered during shop drawing review.

Poles shall be delivered with a factory applied shipping wrap of cardboard or other material to fully protect against scratches and coating stain. Poles shall be blocked and bundled in groups of multiple poles, or use other equivalent means to prevent shifting and damage during transport.

The Contractor shall provide a sticker permanently attached to the 30-foot roadway light pole below the handhole indicating the circuit and pole number as shown on the plans.

Basis of Payment. This work will be paid for at the contract unit price each for LIGHT POLE, SPECIAL, 30’, which price shall include all labor, equipment, and material necessary to complete the work as specified.

3.7 TRAFFIC CONTROL AND PROTECTION (SPECIAL)

Description. Traffic control shall be according to the applicable sections of the Standard Specifications for Road and Bridge Construction, the guidelines contained in the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways, the Supplemental Specifications, these Special Provisions, and any special details and Highway Standards contained herein and in the plans.

Special attention is called to Articles 107.09, 107.14, 107.15, and 107.16 of the Standard Specifications for Road and Bridge Construction and the following traffic control: (1) Highway Standards; (2) Supplemental Specifications and Recurring Special Provisions; (3) BDE Special Provisions (4) Local Roads Special Provisions; and (5) Contract Special Provisions which are included in this contract:

1. Highway Standards:

701001, 701006, 701011, 701501, 701701, 701801, 701901

2. Supplemental Specifications and Recurring Special Provisions:

N/A

3. BDE Special Provisions:

Vehicle and Equipment Warning Lights Work Zone Traffic Control Devices

4. Local Roads Special Provisions:

Flaggers in Work Zones

5. Contract Special Provisions:

Traffic Control and Protection (SPECIAL)

Construction Requirements. Traffic control standards shall be applied as required according to the work being performed.

Excavations over 1 ft. in depth shall not be left open overnight. Steel plating, or an alternate method approved by the Engineer shall be utilized to protect excavations when work is not actively being performed. Lane closures shall be limited to daylight hours while work is actively being performed.

Two-way traffic shall be restored at the end of the work day.

Basis of Payment. All traffic control including signs, barricades, flaggers, drums, temporary access, removal of temporary materials, etc. that are necessary to complete the project, including those required for the various traffic control standards and traffic control surveillance, shall be paid for at the Contract unit price per lump sum for TRAFFIC CONTROL AND PROTECTION (SPECIAL). This work shall include furnishing, placing, maintaining, moving, and removal of all traffic control devices and signs required as shown on the traffic control and protection sheet and/or as described herein.

3.8 JUNCTION BOX (SPECIAL)

Description. This work shall consist of furnishing and installing a junction box in accordance with Section 815 of the Standard Specifications, the details in the plans, and the following additions or exceptions.

The junction box shall be composite concrete and manufactured by Armorcast Products Company or approved equivalent. The junction box dimensions shall be 12”W x 12”L x 12”D. The junction box cover shall be constructed of the same material as the junction box. The junction box cover and collar shall be standard concrete grey color.

Junction boxes used for the roadway lighting system shall have the words “STREET LIGHTING” cast into the cover.

The grounding electrode for the light pole foundation shall be installed in the junction box adjacent to the foundation to be provided for the light pole. The grounding electrode shall be a 5/8” diameter x 10’ long copper-clad steel ground rod in accordance with Section 806 of the Standard Specifications. The grounding electrode conductor shall be connected by hydraulic crimp connections to the grounding electrode in the junction box.

Basis of Payment. This work will be paid for at the contract unit price each for JUNCTION BOX (SPECIAL), which price shall include all labor, equipment, and material necessary to complete the work as specified. The grounding electrode and hydraulic crimp connections shall be included in the cost of the junction box.

3.9 LIGHT POLE FOUNDATION (SPECIAL)

Description. This work shall consist of furnishing and installing a metal light pole foundation in accordance with Section 836 of the Standard Specifications, the details of Highway Standard 836001, the details in the plans, and the following additions or exceptions.

Materials. Each metal light pole foundation to be used for 30-foot tall light pole assemblies shall be a Hubbell Power Systems, Inc™, Chance Series™ galvanized steel helical lighting foundation, 7 feet in length, 6-5/8” outside diameter base with 0.28” wall thickness, 1” thick x 12” square base plate, 9” to 14” bolt circle, and four 1” diameter x 4” long carriage bolts with nuts and lock washers, using the following product sheet designation:

• T112-0262

The top plate and bolt circle diameter dimensions of the metal foundation shall accommodate the bolt circle diameter and the anchor base dimensions of the proposed 30-foot roadway light pole assembly and accompanying breakaway coupling kit with two-piece aluminum coupling cover to be installed on the foundation. Refer to the specification for LIGHT POLE, SPECIAL, 30’ for additional information.

The grounding electrode for the foundation shall be installed in the junction box adjacent to the foundation to be provided for the light pole. Refer to the specification for JUNCTION BOX (SPECIAL) for additional information.

Basis of Payment. This work will be paid for at the contract unit price each for LIGHT POLE FOUNDATION (SPECIAL), which price shall include all labor, equipment, and material necessary to complete the work as specified, including all anchor bolts. The grounding electrode for the foundation shall be included in the cost of the junction box adjacent to the foundation.

SECTION B

IDOT Special Provisions

Check Sheet for Recurring Special Provisions

BLR 11300 (Rev. 11/19/24)Page 1 of 2Printed 10/02/25

Local Public Agency

City of Urbana

County

Champaign

Section Number

23-00669-00-PV

Check this box for lettings prior to 01/01/2025

The Following Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are Included By Reference:

Recurring Special Provisions

Check Sheet # Page No.

1 Additional State Requirements for Federal-Aid Construction Contracts 79

2 Subletting of Contracts (Federal-Aid Contracts) 82

3 EEO 83

4 Specific EEO Responsibilities Non Federal-Aid Contracts 93

5 Required Provisions - State Contracts 98

6 Asbestos Bearing Pad Removal 104

7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 105

8 Temporary Stream Crossings and In-Stream Work Pads 106

9 Construction Layout Stakes 107

10 Use of Geotextile Fabric for Railroad Crossing 110

11 Subsealing of Concrete Pavements 112

12 Hot-Mix Asphalt Surface Correction 116

13 Pavement and Shoulder Resurfacing 118

14 Patching with Hot-Mix Asphalt Overlay Removal 119

15 Polymer Concrete 121

16 Reserved 123

17 Bicycle Racks 124

18 Temporary Portable Bridge Traffic Signals 126

19 Nighttime Inspection of Roadway Lighting 128

20 English Substitution of Metric Bolts 129

21 Calcium Chloride Accelerator for Portland Cement Concrete 130

22 Quality Control of Concrete Mixtures at the Plant 131

23 Quality Control/Quality Assurance of Concrete Mixtures 139

24 Reserved 155

25 Reserved 156

26 Temporary Raised Pavement Markers 157

27 Restoring Bridge Approach Pavements Using High-Density Foam 158

28 Portland Cement Concrete Inlay or Overlay 161

29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 165

30 Longitudinal Joint and Crack Patching 168

31 Concrete Mix Design - Department Provided 170

32 Station Numbers in Pavements or Overlays 171

BLR 11300 (Rev. 11/19/24)Page 2 of 2Printed 10/02/25

Section Number

23-00669-00-PV

County

Champaign

Local Public Agency

City of Urbana

The Following Local Roads And Streets Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are

Included By Reference:

Local Roads And Streets Recurring Special Provisions

Check Sheet # Page No.

LRS 1 Reserved 173

LRS 2 Furnished Excavation 174

LRS 3 Work Zone Traffic Control Surveillance 175

LRS 4 Flaggers in Work Zones 176

LRS 5 Contract Claims 177

LRS 6 Bidding Requirements and Conditions for Contract Proposals 178

LRS 7 Bidding Requirements and Conditions for Material Proposals 184

LRS 8 Reserved 190

LRS 9 Bituminous Surface Treatments 191

LRS 10 Reserved 195

LRS 11 Employment Practices 196

LRS 12 Wages of Employees on Public Works 198

LRS 13 Selection of Labor 200

LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks 201

LRS 15 Partial Payments 204

LRS 16 Protests on Local Lettings 205

LRS 17 Substance Abuse Prevention Program 206

LRS 18 Multigrade Cold Mix Asphalt 207

LRS 19 Reflective Crack Control Treatment 208

Various Routes

Project Champaign County

Contract

INDEX

FOR

SUPPLEMENTAL SPECIFICATIONS

AND RECURRING SPECIAL PROVISIONS

Adopted January 1, 2025

This index contains a listing of SUPPLEMENTAL SPECIFICATIONS and frequently used RECURRING SPECIAL

PROVISIONS.

ERRATA Standard Specifications for Road and Bridge Construction (Adopted 1-1-22) (Revised 1-1-25)

SUPPLEMENTAL SPECIFICATIONS

Std. Spec. Sec. Page No.

202 Earth and Rock Excavation 204 Borrow and Furnished Excavation 207 Porous Granular Embankment 211 Topsoil and Compost 406 Hot-Mix Asphalt Binder and Surface Course 407 Hot-Mix Asphalt Pavement (Full-Depth) 420 Portland Cement Concrete Pavement 502 Excavation for Structures 509 Metal Railings 540 Box Culverts 542 Pipe Culverts 550 Storm Sewers 586 Granular Backfill for Structures 630 Steel Plate Beam Guardrail 632 Guardrail and Cable Road Guard Removal 644 High Tension Cable Median Barrier 665 Woven Wire Fence 701 Work Zone Traffic Control and Protection 781 Raised Reflective Pavement Markers 782 Reflectors 801 Electrical Requirements 821 Roadway Luminaires

1003 Fine Aggregates 1004 Coarse Aggregates 1010 Finely Divided Minerals 1020 Portland Cement Concrete ……… 1030 Hot-Mix Asphalt 1040 Drain Pipe, Tile, and Wall Drain 1061 Waterproofing Membrane System 1067 Luminaire ……… 1097 Reflectors 1102 Hot-Mix Asphalt Equipment

BDE SPECIAL PROVISIONS

For the November 7, 2025 Letting

The following special provisions indicated by a “check mark” are applicable to this contract and will be included by the Project Coordination and Implementation Section of the Bureau of Design & Environment (BDE).

File Name # Special Provision Title Effective Revised 80099 1 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2022 80274 2 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 3 Automated Flagger Assistance Devices Jan. 1, 2008 April 1, 2023 80173 4 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80426 5 Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 Jan. 1, 2022

* 80241 6 Bridge Demolition Debris July 1, 2009

* 5053I 7 Building Removal Sept. 1, 1990 Aug. 1, 2022

* 5026I 8 Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022 80460 9 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 80384 10 Compensable Delay Costs June 2, 2017 April 1, 2019

* 80198 11 Completion Date (via calendar days) April 1, 2008

* 80199 12 Completion Date (via calendar days) Plus Working Days April 1, 2008 80461 13 Concrete Barrier Jan. 1, 2025 80453 14 Concrete Sealer Nov. 1, 2023 80261 15 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025

* 80029 16 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Jan. 2, 2025 80467 17 Erosion Control Blanket Aug. 1, 2025 80229 18 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80452 19 Full Lane Sealant Waterproofing System Nov. 1, 2023 80447 20 Grading and Shaping Ditches Jan. 1, 2023 80433 21 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80471 22 Guardrail Nov. 1, 2025 80472 23 High Friction Surface Treatment Nov. 1, 2025 80456 24 Hot-Mix Asphalt Jan. 1, 2024 Jan. 1, 2025 80446 25 Hot-Mix Asphalt - Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023 80438 26 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 April 2, 2024 80450 27 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 Aug. 1, 2025 80464 28 Pavement Marking April. 1, 2025 Nov. 1, 2025 80468 29 Pavement Patching Aug. 1, 2025 80441 30 Performance Graded Asphalt Binder Jan. 1, 2023 80459 31 Preformed Plastic Pavement Marking June 2, 2024

* 3426I 32 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80473 33 Raised Reflective Pavement Markers Nov. 1, 2025 80455 34 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2024 80474 35 Residential Driveway Temporary Signal Nov. 1, 2025 80445 36 Seeding Nov. 1, 2022 80457 37 Short Term and Temporary Pavement Markings April 1, 2024 April 2, 2024 80462 38 Sign Panels and Appurtenances Jan. 1, 2025 April 1, 2025 80469 39 Slope Wall Aug. 1, 2025 80448 40 Source of Supply and Quality Requirements Jan. 2, 2023 80340 41 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 42 Steel Cost Adjustment April 2, 2004 Nov. 1, 2025 80397 43 Subcontractor and DBE Payment Reporting April 2, 2018 80391 44 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80463 45 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025 80437 46 Submission of Payroll Records April 1, 2021 Nov. 2, 2023 80435 47 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80465 48 Surveying Services April 1, 2025 80466 49 Temporary Rumble Strips April 1, 2025 80470 50 Traffic Signal Backplate Aug. 1, 2025

* 20338 51 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021

80429 52 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 53 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80458 54 Waterproofing Membrane System Aug. 1, 2024 80302 55 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 56 Wood Sign Support Nov. 1, 2023 80427 57 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2025

* 80071 58 Working Days Jan. 1, 2002

Highlighted items indicate a new or revised special provision for the letting.

An * indicates the special provision requires additional information from the designer, which needs to be submitted separately.

The Project Coordination and Implementation Section will then include the information in the applicable special provision.

The following special provisions are in the 2025 Supplemental Specifications and Recurring Special Provisions.

File Name Special Provision Title New Location(s) Effective Revised

80434 Corrugated Plastic Pipe (Culvert and Storm Sewer)

Articles 542.03, 550.03, 1040.03, 1040.04(b), 1040.04(d) & 1040.08

Jan. 1, 2021

80443 High Tension Cable Median Barrier Removal Section 632 April 1, 2022 80045 Material Transfer Device Articles 406.03, 406.06(f), 406.13(b),

406.14 & 1102.02 Nov 15, 1999 Jan. 1, 2022

80410 Traffic Spotters Article 701.13 Jan. 1, 2019

Project i

TABLE OF CONTENTS

AGGREGATE SUBGRADE IMPROVEMENT (BDE)

CEMENT, FINELY DIVIDED MINERALS, ADMIXTURES; CONCRETE, AND MORTAR (BDE) . 5

COMPENSABLE DELAY COSTS (BDE)

HOT-MIX ASPHALT (BDE)

HOT-MIX ASPHALT – LONGITUDINAL JOINT SEALANT (BDE)

ILLINOIS WORKS APPRENTICESHIP INITIATIVE – STATE FUNDED CONTRACTS (BDE) ...20

PERFORMANCE GRADED ASPHALT BINDER (BDE)

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (BDE)

VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE)

Project

STATE OF ILLINOIS

SPECIAL PROVISIONS

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction," adopted January 1, 2022, the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways," and the "Manual of Test Procedures for Materials" in effect on the date of invitation for bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included herein which apply to and govern the construction of Country Club Road and in case of conflict with any part or parts of said Specifications, the said Special Provisions shall take precedence and shall govern.

Project

Project

AGGREGATE SUBGRADE IMPROVEMENT (BDE)

Effective: April 1, 2012 Revised: April 1, 2022

Add the following Section to the Standard Specifications:

“SECTION 303. AGGREGATE SUBGRADE IMPROVEMENT

303.01 Description. This work shall consist of constructing an aggregate subgrade improvement (ASI).

303.02 Materials. Materials shall be according to the following.

Item Article/Section

(a) Coarse Aggregate ............................................................................................... 1004.07

(b) Reclaimed Asphalt Pavement (RAP) ................................................................... 1031.09

303.03 Equipment. The vibratory roller shall be according to Article 1101.01, or as approved by the Engineer. Vibratory machines, such as tampers, shall be used in areas where rollers do not fit.

303.04 Soil Preparation. The minimum immediate bearing value (IBV) of the soil below the improved subgrade shall be according to the Department’s “Subgrade Stability Manual” for the aggregate thickness specified.

303.05 Placing and Compacting. The maximum nominal lift thickness of aggregate gradations CA 2, CA 6, and CA 10 when compacted shall be 9 in. (225 mm). The maximum nominal lift thickness of aggregate gradations CS 1, CS 2, and RR 1 when compacted shall be 24 in. (600 mm).

The top surface of the aggregate subgrade improvement shall consist of a layer of capping aggregate gradations CA 6 or CA 10 that is 3 in. (75 mm) thick after compaction. Capping aggregate will not be required when aggregate subgrade improvement is used as a cubic yard pay item for undercut applications.

Each lift of aggregate shall be compacted to the satisfaction of the Engineer. If the moisture content of the material is such that compaction cannot be obtained, sufficient water shall be added so that satisfactory compaction can be obtained.

303.06 Finishing and Maintenance. The aggregate subgrade improvement shall be finished to the lines, grades, and cross sections shown on the plans, or as directed by the Engineer. The aggregate subgrade improvement shall be maintained in a smooth and compacted condition.

303.07 Method of Measurement. This work will be measured for payment according to

Article 311.08.

Project

303.08 Basis of Payment. This work will be paid for at the contract unit price per cubic yard

(cubic meter) or ton (metric ton) for AGGREGATE SUBGRADE IMPROVEMENT or at the contract unit price per square yard (square meter) for AGGREGATE SUBGRADE IMPROVEMENT, of the thickness specified.”

Add the following to Section 1004 of the Standard Specifications:

“ 1004.07 Coarse Aggregate for Aggregate Subgrade Improvement (ASI). The aggregate shall be according to Article 1004.01 and the following.

(a) Description. The coarse aggregate shall be crushed gravel, crushed stone, or crushed concrete. In applications where greater than 24 in. (600 mm) of ASI material is required, gravel may be used below the top 12 in (300 mm) of ASI.

(b) Quality. The coarse aggregate shall consist of sound durable particles reasonably free of deleterious materials.

(c) Gradation.

(1) The coarse aggregate gradation for total ASI thickness less than or equal to 12 in.

(300 mm) shall be CA 2, CA 6, CA 10, or CS 1.

The coarse aggregate gradation for total ASI thickness greater than 12 in. (300 mm) shall be CS 1 or CS 2 as shown below or RR 1 according to Article 1005.01(c).

COA…