ildot 46936-059.pdf

November 6, 2026 Letting

Notice to Bidders, Specifications and Proposal

Contract No. 46936 LASALLE County Section MATTHIESSEN 2023 Route FAP 627 District 3 Construction Funds

Prepared by S

Checked by (Printed by authority of the State of Illinois)

NOTICE TO BIDDERS

1. TIME AND PLACE OF OPENING BIDS. Electronic bids are to be submitted to the electronic bidding system (iCX-Integrated Contractors Exchange). All bids must be submitted to the iCX system prior to 12:00 p.m.

November 6, 2026 prevailing time at which time the bids will be publicly opened from the iCX SecureVault.

2. DESCRIPTION OF WORK. The proposed improvement is identified and advertised for bids in the

Invitation for Bids as:

LASALLE County Section MATTHIESSEN 2023 Route FAP 627 District 3 Construction Funds

Improvements at Matthiessen State Park Annex consist of resurfacing E. 494th Rd with a concrete surface; construction of a new HMA surface parking lot with lighting; access gates and signage;

drainage improvements; and other associated work. Gross and net length approx. 0.5 mi.

3. INSTRUCTIONS TO BIDDERS. (a) This Notice, the invitation for bids, proposal and letter of award shall, together with all other documents in accordance with Article 101.09 of the Standard Specifications for Road and Bridge Construction, become part of the contract. Bidders are cautioned to read and examine carefully all documents, to make all required inspections, and to inquire or seek explanation of the same prior to submission of a bid.

(b) State law, and, if the work is to be paid wholly or in part with Federal-aid funds, Federal law requires the bidder to make various certifications as a part of the proposal and contract. By execution and submission of the proposal, the bidder makes the certification contained therein. A false or fraudulent certification shall, in addition to all other remedies provided by law, be a breach of contract and may result in termination of the contract.

4. AWARD CRITERIA AND REJECTION OF BIDS. This contract will be awarded to the lowest responsive and responsible bidder considering conformity with the terms and conditions established by the Department in the rules, Invitation for Bids and contract documents. The issuance of plans and proposal forms for bidding based upon a prequalification rating shall not be the sole determinant of responsibility. The Department reserves the right to determine responsibility at the time of award, to reject any or all proposals, to readvertise the proposed improvement, and to waive technicalities.

By Order of the Illinois Department of Transportation

Gia Biagi, Secretary

FAP Route 627 (E. 494th Rd.)

Section MATTHIESSEN 2023

LaSalle County

INDEX

FOR

SUPPLEMENTAL SPECIFICATIONS

AND RECURRING SPECIAL PROVISIONS

Adopted January 1, 2026

This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS.

ERRATA Standard Specifications for Road and Bridge Construction (Adopted 1-1-22) (Revised 1-1-26)

SUPPLEMENTAL SPECIFICATIONS

Std. Spec. Sec. Page No.

109 Measurement and Payment 202 Earth and Rock Excavation 204 Borrow and Furnished Excavation 207 Porous Granular Embankment 211 Topsoil and Compost 214 Grading and Shaping Ditches 406 Hot-Mix Asphalt Binder and Surface Course 407 Hot-Mix Asphalt Pavement (Full-Depth) 420 Portland Cement Concrete Pavement 502 Excavation for Structures 504 Precast Concrete Structures 509 Metal Railings 522 Retaining Walls 540 Box Culverts 542 Pipe Culverts 550 Storm Sewers 586 Granular Backfill for Structures 601 Pipe Drains, Pipe Underdrains, and French Drains 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 1042 Precast Concrete Products 1061 Waterproofing Membrane System 1067 Luminaire ……… 1097 Reflectors 1102 Hot-Mix Asphalt Equipment

RECURRING SPECIAL PROVISIONS

The following RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this contract and are included by reference:

CHECK SHEET # PAGE NO.

1 Additional State Requirements for Federal-Aid Construction Contracts 2 Subletting of Contracts (Federal-Aid Contracts)

3 X EEO

4 X Specific EEO Responsibilities Nonfederal-Aid Contracts 5 X Required Provisions - State Contracts 6 Asbestos Bearing Pad Removal 7 Asbestos Waterproofing Membrane and Asbestos Hot-Mix Asphalt Surface Removal 8 Temporary Stream Crossings and In-Stream Work Pads 9 X Construction Layout Stakes

10 Use of Geotextile Fabric for Railroad Crossing 11 Subsealing of Concrete Pavements 12 Hot-Mix Asphalt Surface Correction 13 Pavement and Shoulder Resurfacing 14 Patching with Hot-Mix Asphalt Overlay Removal 15 Polymer Concrete 16 Reserved 17 Bicycle Racks 18 Temporary Portable Bridge Traffic Signals 19 Nighttime Inspection of Roadway Lighting 20 English Substitution of Metric Bolts 21 Calcium Chloride Accelerator for Portland Cement Concrete 22 Quality Control of Concrete Mixtures at the Plant 23 Quality Control/Quality Assurance of Concrete Mixtures 24 Reserved 25 Reserved 26 Temporary Raised Pavement Markers 27 Restoring Bridge Approach Pavements Using High-Density Foam 28 Portland Cement Concrete Inlay or Overlay 29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 30 Longitudinal Joint and Crack Patching 31 Concrete Mix Design – Department Provided 32 Station Numbers in Pavements or Overlays i

TABLE OF CONTENTS

LOCATION OF IMPROVEMENT

DESCRIPTION OF IMPROVEMENT

EXAMINATION OF SITE

SHOP DRAWINGS

TRAFFIC CONTROL PLAN

TRAFFIC CONTROL & PROTECTION (SPECIAL)

MULCH METHOD 2

AGGREGATE SHOULDERS TYPE B

MODIFIED URETHANE PAVEMENT MARKING – TWO APPLICATIONS

CONSTRUCTION COORDINATION WITH ACCESS

CLEARING AND GRUBBING

ABANDON AND FILL EXISTING STORM SEWER

CONCRETE PAD

FENCE REMOVAL

HOT-MIX ASPHALT STABILIZATION 6” AT STEEL PLATE BEAM GUARDRAIL

INFORMATION KIOSK COMPLETE

INLETS TO BE REMOVED (SPECIAL)

INSTALL DROP BOLLARD

LIGHTING ASSEMBLY P1 (SPECIAL)

LIGHTING ASSEMBLY P2 (SPECIAL)

MINOR SIGN COMPLETE

PERIMETER EROSION BARRIER, SPECIAL

REMOVE EXISTING GATE

SEEDING, CLASS 4A (MODIFIED)

STEEL PLATE BEAM GUARDRAIL (SHORT RADIUS)

STONE BOULDERS (SPECIAL)

TEMPORARY SEEDING

TREE REMOVAL

TUBULAR STEEL GATE

CONSTRUCTION AND MAINTENANCE SIGNS (BLR&S)

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

COMPENSABLE DELAY COSTS (BDE)

ii

DISADVANTAGED BUSINESS ENTERPRISE PARTICIPATION (BDE)

EROSION CONTROL BLANKET (BDE)

GUARDRAIL (BDE)

HOT-MIX ASPHALT (BDE)

ILLINOIS WORKS APPRENTICESHIP INITIATIVE – STATE FUNDED CONTRACTS (BDE) . 45

PAVEMENT MARKING (BDE)

PERFORMANCE GRADED ASPHALT BINDER (BDE)

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (BDE)

SEEDING (BDE)

SIGN PANELS AND APPURTENANCES (BDE)

SUBCONTRACTOR AND DBE PAYMENT REPORTING (BDE)

SUBCONTRACTOR MOBILIZATION PAYMENTS (BDE)

SUBMISSION OF BIDDERS LIST INFORMATION (BDE)

SUBMISSION OF PAYROLL RECORDS – STATE CONTRACT (BDE)

SURFACE TESTING OF PAVEMENTS – IRI (BDE)

SURVEYING SERVICES (BDE)

TOLERANCE IN THICKNESS FOR CONTINUOUSLY REINFORCED PCC PAVEMENT (BDE)

VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE)

WEEKLY DBE TRUCKING REPORTS (BDE)

WOOD SIGN SUPPORT (BDE)

WORK ZONE TRAFFIC CONTROL DEVICES (BDE)

WORK ZONE WIDTH RESTRICTION (BDE)

WORKING DAYS (BDE)

SWPPP

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 FAP Route 627 (E. 494th Rd.), Section MATTHIESSEN 2023, LaSalle County, Contract No. 46936 and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.

LOCATION OF IMPROVEMENT

The work on this project is located at the Matthiessen State Park Annex in La Salle County.

DESCRIPTION OF IMPROVEMENT

The work on this project consists of removing the existing aggregate road on U.S. E494th Access Road and replacing it with PCC pavement, and constructing a parking lot and park roads for the Matthiessen State Park Annex. A new HMA parking lot will be constructed as well as a Kayak launching pad. ADA sidewalk improvements, stone boulders, vault toilets, and an information kiosk are also proposed throughout the HMA parking lot, and any other work necessary to complete the project as shown on the plans and as described herein.

EXAMINATION OF SITE

Each bidder shall visit the site of the proposed work prior to submitting his/her bid and fully acquaint himself/herself with conditions, quantities, and measurements relating to the construction of this project.

The cost of labor and materials necessary to comply with this provision will not be paid for separately but shall be considered as included in the unit bid prices of the contract and no additional compensation will be allowed.

SHOP DRAWINGS

The Contractor shall submit shop drawings of the following items in accordance with Articles

105.04 and 1042.03(b) of the Standard Specifications.

1. Sign Panels

2. Tubular Steel Gate

3. Information Kiosk/Sun shelter

The Contractor shall submit shop drawings to the IDNR Regional Engineer for review and approval.

Concurrent with the required shop drawing submittals to the Illinois Department of Natural Resources, the Contractor shall also submit a copy of each submittal to the Resident Engineer for processing and approval.

TRAFFIC CONTROL PLAN

Traffic control shall be in accordance with the applicable section of the Standard Specifications for Road and Bridge Construction, the applicable guidelines contained in the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways, Illinois Supplement to the National Manual of Uniform Traffic Control Devices, these special provisions, and any special details and Highway Standards contained herein and in the plans. No modification of these requirements will be allowed without prior written approval of the Engineer. Traffic Control Devices include signs and their supports, signals, barricades with sand bags, channelizing devices, warning lights, arrow boards, flaggers, or any other device used for the purpose of regulating, detouring, warning or guiding traffic through or around the construction zone.

When directed by the Engineer, the Contractor shall remove all traffic control devices which were furnished, installed and maintained under this contract, and such devices shall remain the property of the Contractor. Lane closures and the prohibition of access to portions of the site shall only be left in place as long as they are needed. At all other times, traffic control shall be removed unless directed by the Engineer. Failure to restore lanes to full width will result in a traffic control deficiency as specified in Article 105.03.

Special attention is called to Article 107.09, 107.14 and 701 through 705 of the Standard Specifications for Road and Bridge Construction, and as amended by the Supplemental Specifications, Recurring Special Provisions, the Special Provisions contained herein and the following sections of the Standard Specifications, the Highway Standards, and other special provisions and details relating to traffic control for this project:

1) Recurring Special Provisions:

WORK ZONE TRAFFIC CONTROL SURVEILLANCE (Check Sheet #LRS 3)

2) Highway Standards:

701001 – Off-Road Operations, 2L, 2W, More than 15’ Away 701006 – Off-Road Operations, 2L, 2W, 15’ to 24” from Pavement Edge 701011 – Off-Road Moving Operations, 2L, 2W, Day Only 701301 – Lane Closure, 2L, 2W, Short Time Operations 701326 – Pavement Widening for Speeds > 45 MPH 701901 - Traffic Control Devices

3) Special Provisions

CONSTRUCTION COORDINATION WITH ACCESS

TRAFFIC CONTROL & PROTECTION (SPECIAL)

VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE)

WORK ZONE TRAFFIC CONTROL DEVICES (BDE)

Limitations of Construction: The Contractor shall coordinate the items of work in order to keep hazards and traffic inconveniences to a minimum, as specified below.

1. The Contractor shall provide, erect, and maintain all the necessary barricades, cones, drums, and lights for the warning and protection of traffic as required by Sections 107 and 701 through 703 of the Standard Specifications and as modified.

2. The Contractor shall be responsible for the traffic control devices at all times during construction activities and shall coordinate the items of work in order to keep hazardous traffic inconveniences to a minimum.

3. The Contractor shall be responsible for the traffic control devices at all times during any construction shut-down periods.

4. Traffic control devices shall be in new or like-new condition equipped with new reflective sheeting at the time of use. The Engineer will be the sole judge of the condition of the devices. All warning signs shall be 48 inches by 48 inches and have a black legend on a fluorescent orange reflectorized background.

5. At the direction of the Engineer, when closing parking lots or dead-end roads to traffic, Type III barricades with Standard Sign R11-2 or R11-4 (ROAD CLOSED) mounted shall be used.

6. At the direction of the Engineer, W20-I103(0)-48 (ROAD CONSTRUCTION AHEAD) signs shall be placed prior to active work areas.

7. Tripod mounted signs will be allowed as long as the Contractor ensures they are up and stable at all times where applicable, as determined by the Engineer.

Sequence and Limits of Construction: The following is the anticipated sequence of construction for the site:

• Existing Pavement, Guardrail, Curb & Gutter, Inlet and Tree removal.

• Removal/excavation for the proposed HMA Parking lot, Aggregate Road, Kayak launching pad and Sidewalk.

• Construction of PCC Access Road, HMA Parking lot, Sidewalk, and Kayak launching pad.

• Installation of Guardrail, Inlet, Stone bolder, Gates, Solar Light poles, Drop Bollards, Detectable warnings, Culvert, Kiosk, Pavement markings and Signs.

This project will be constructed while the road is closed. During the paving operations along E 494th access road, utilize highway standard 701326 to close the outbound shoulder of westbound IL 71. The above sequence may be modified by the Engineer, and also the Contractor may request modification with the approval of the Engineer at no additional cost to the project.

Measurement and Payment for Traffic Control and Protection: All Traffic Control and Protection will be measured and paid for in accordance with the Traffic Control and Protection (Special) special provision included herein.

TRAFFIC CONTROL & PROTECTION (SPECIAL)

This item of work shall include furnishing, installing, maintaining, providing surveillance, replacing, relocating and removing all traffic control devices used for the purpose of regulating, warning, or directing vehicular and pedestrian traffic during the construction of this project in accordance with the Traffic Control Plan and as directed by the Engineer.

All traffic control devices used on this project shall conform to the Special Provisions, Traffic Control Standards, “Illinois Supplement to the National Manual on Uniform Traffic Control Devices”, and “Manual on Uniform Traffic Control Devices.”

Traffic Control and Protection Standards used on this project will not be measured or paid for separately but shall be included in the contract lump sum price for TRAFFIC CONTROL AND

PROTECTION, (SPECIAL).

All traffic control and protection items and work shall be considered as included in the cost of Traffic Control and Protection, (Special). This work will be measured for payment on a lump sum basis and paid for at the contract per lump sum price for TRAFFIC CONTROL AND PROTECTION, (SPECIAL) with no additional compensation allowed.

TRAFFIC CONTROL AND PROTECTION, (SPECIAL) shall be provided as called for in these special provisions, applicable Highway Standards, applicable sections of the Standard Specifications, or as directed by the Engineer.

MULCH METHOD 2

(Effective August 1, 1994; Revised January 1, 2007)

Article 251.03 Method 2 Procedure 1 of the Standard Specifications shall be required for this improvement.

AGGREGATE SHOULDERS TYPE B

(Effective July 1, 1990; Revised July 31, 2020)

The aggregate shoulder shall be constructed according to Section 481 of the Standard Specifications. The shoulder shall be constructed in two lifts. The first lift shall be placed and compacted flush with the top of the adjacent HMA shoulder or binder. Placement of the HMA surface course will not be allowed until the first lift of aggregate shoulder is constructed.

MODIFIED URETHANE PAVEMENT MARKING – TWO APPLICATIONS

(Effective March 30, 2023)

Description. This work consists of furnishing and applying modified urethane pavement marking according to Section 780 of the Standard Specifications except that the modified urethane shall be applied in two applications.

Materials. Each application shall meet the requirements of Article 780.12 of the Standard Specifications.

Construction Requirements

General. The first application shall be allowed to cure for a minimum of 14 days prior to placing the second application over the first. The Contractor shall not place one thick application in lieu of two regular applications.

Basis of Payment. Each application will be measured and paid for.

CONSTRUCTION COORDINATION WITH ACCESS

Access will be provided to private property owner along with IDNR if needed through construction site on a limited basis with a request from the Regional Engineer.

The costs involved with providing the necessary staging and related safety measures will not be paid for separately but shall be considered included in the cost of the contract.

CLEARING AND GRUBBING

Clearing and grubbing shall be performed in accordance with Section 201 of the Standard Specifications, except as modified herein. Clearing and grubbing areas are called out on the plans. All vegetation in these areas, including existing shrubs and trees under 6” DBH, shall be cleared and grubbed, regardless of the species. Existing trees greater than or equal to 6” DBH shall be removed at the contract unit prices for tree removal. Work for clearing and grubbing shall be measured and paid for at the SQ YD unit price for CLEARING AND GRUBBING.

ABANDON AND FILL EXISTING STORM SEWER

Description. This work shall consist of abandoning and filling existing storm sewers at locations as shown on the plans or as directed by the Engineer. The Contractor shall furnish all labor, materials, equipment, tools, and all other appurtenances necessary to abandon sewers in place by filling them with flowable, cementitious low strength material according to Section 1019 including plugs, bulkheads, excavation and backfill at locations as required to completely fill the line to be abandoned in place with grout to protect against future collapse of the line. The method of installation must be able to meet the requirement of completely filling the existing sewer and any voids adjacent to it. The volume required shall be calculated based on sewer diameter and length filled.

Grout shall have a minimum unconfined compressive strength of 100 psi and 0% volume change over 24 hours. Grout shall contain the minimum amount of water needed to remain flowable during the filling operation.

Place grout using concrete or grout pumps capable of continuous delivery at planned placement rate to fill volume between placement points not to exceed 500 linear feet at a time. Pump grout fill through bulkheads constructed for containment of grout in line to be abandoned. Place grout under pressure into property vented open system until grout emerges from venting manhole (or pipe) indicating sewer is filled. Pumping grout must be completed under sufficient pressure to overcome friction and to fill sewer completely from downstream to upstream end. Remediate areas where grout did not fill voids in sewer by pressure grouting from inside sewer or from surface using PVC pipes, if necessary, as injection points or vents during placement.

The Contractor shall plug or bulkhead the ends of the existing pipe that is to be filled. Ensure that concrete is around plug/bulkhead and around pipe including bedding area such that it is not penetrable by groundwater and that bedding at this location is not a conduit for groundwater.

Method of Measurement. This work will be measured in LINEAR FOOT. Contractor shall supply tickets showing cubic yards of fill placed in the existing sewers.

Basis of Payment. This work will be paid for at the contract unit price in LINEAR FOOT for

ABANDON AND FILL EXISTING STORM SEWER.

CONCRETE PAD

Description: This item shall consist of furnishing all material, equipment and labor to construct a concrete pad at locations specified in the plans.

Materials: The concrete pad shall be Class SI concrete according to Section 1020 and curing materials shall be according to Section 1021 of the Standard Specifications.

Construction: Prior to construction of a concrete pad, the Engineer will designate the final location, elevation, and dimensions of the pad. The excavated area shall be compacted to the satisfaction of the Engineer.

Concrete pad for Kayak Launch: A minimum of 6 in. (150 mm) of granular subbase according to Article 1004.04 of the Standard Specifications shall be placed and compacted. The concrete pad shall be 6 in. (150 mm) thick. Forming and concrete placement shall be according to Section 420 of the Standard Specifications. The concrete pad shall have 6x6 WWF – W10 x W10 wired mesh, rebars and dowel bars installed as shown on the plan. The wire mesh, rebars and dowel bars shall be epoxy coated. The mesh shall meet the requirements of Section 1006 of the Standard Specifications, ASTM A 884, and the following. The epoxy coating applicator shall be certified according to the Bureau of Materials Policy memorandum, “Epoxy Coating Plant Certification Procedure. The site shall be left in a broom clean condition.

Concrete pad for Portable Toilets and Information Kiosk: A minimum of 6 in. (150 mm) of granular subbase according to Article 1004.04 of the Standard Specifications shall be placed and compacted. The concrete pad shall be 6 in. (150 mm) thick. Forming and concrete placement shall be according to Section 420 of the Standard Specifications. The site shall be left in a broom clean condition.

Method of Measurement: The concrete pad will be measured for payment in square yards. The concrete pad will be measured in place and the area computed on square yards.

Basis of Payment: This work will be paid for at the contract unit price per SQYD for CONCRETE PAD, which price shall include all labor and materials necessary to complete any required excavation of existing site materials, will not be paid for separately, but shall be included in the cost in the contract unit price of this item of work.

FENCE REMOVAL

Description. This work shall consist of the removal, salvage, and/or disposal or portions of the existing fence, as shown in the plans or as directed by the Engineer.

Construction Requirements. All associated hardware and appurtenances of the existing fence including but not limited to post, foundations, fittings, gates, and accessories shall be removed.

Contractor shall coordinate with the Engineer on delivery of fence to the owner. If the Owner does not want to salvage the fence, it shall be disposed of by the Contractor. All post or foundation holes shall be backfilled and compacted to the satisfaction of the Engineer.

Any part of the fence that is not called out to be removed and damaged by the Contractor’s work shall be replaced to the satisfaction of the Engineer at the expense of the Contractor.

Method of Measurement. Fence removal shall be measured for payment per foot and measured along the top of the fence from center to center of end posts, including length occupied by gates.

Basis of Payment. This work will be paid for at the contract unit price per foot for FENCE

REMOVAL.

HOT-MIX ASPHALT STABILIZATION 6” AT STEEL PLATE BEAM GUARDRAIL

Description. This work shall consist of any excavation needed and the installation of Hot-Mix Asphalt stabilization at steel beam guardrail locations as shown on the plans. The installation shall conform to the applicable portions of Section 482 of the Standard Specifications and Standard 630201.

Method of Measurement. This work will be measured for payment in square yards in place.

Basis of Payment. This work will be paid for at the contract unit price per Square Yard for HOT-

MIX ASPHALT STABILIZATION 6” AT STEEL PLATE BEAM GUARD RAIL.

INFORMATION KIOSK COMPLETE

This work shall consist of furnishing and installing a pre-engineered information kiosk/sun shelter in accordance with the applicable portions of section 720 of the Standard Specifications, the details in the plans, and the special provisions included herein. In general, the Information Kiosk Complete shall consist of the following:

1. 8’ X 9’ Information Station with single sided display case and multi-rib metal roof “R” panel.

2. Roof Slope: 12:4

3. UPB Height: 7’-6” Under Perimeter Beam is the clearance height under the structure. It indicates the lowest height of a member from finish grade for clearance under the structure. This is generally the clearance under the eave fascia board.

Complete shop and erection drawings, materials list, calculations and design criteria (4 sets of documents) shall be submitted by the Contractor for approval by the Illinois Department of Natural Resources and the Resident Engineer prior to fabrication of the pre-engineered kiosk. The submittal shall bear the seal of a licensed structural engineer registered in the State of Illinois, thereby certifying that the structural design of the information kiosk/sun shelter conforms to the requirements set forth on the plans and as specified herein. Shop drawings shall be drawn to scale indicating all colors. The Shop Drawings shall look exactly like the final products at a reduced scale and reproduced in a single color (multi-colored shop drawings are preferred, but not required). Shop Drawings shall include product data, anchor bolt layout, foundation design, 3D views of frame, member size and locations, structural connection details (including bolt sizes and plate thicknesses), roof trim and connection details, and paint/stain color chart. Additionally, material samples will be required for paint color verification and selection.

The Contractor shall be required to comply with the applicable codes for both the Capital Development board (CBD); IL Accessibility Code, April 24, 1977 Edition and the Accessibility Guidelines for Buildings and Facilities, Americans with Disabilities Act (ADA), U.S. Architectural and Transportation Barriers Compliance Board, August, 1994 and any regulatory requirements from the Illinois Department of Professional Regulation (IDPR): Illinois Roofing Industry Licensing Act.

All materials delivered shall be in the Manufacturer’s original containers with labels intact and legible.

The Contractor shall provide a two (2) year warranty on the overall workmanship of the information kiosk/sun shelter and the manufacturer shall provide a ten (10) year limited warranty on the steel frame members; a ten (10) year limited warranty on paint system and a pass through warranty of the Metal Roof manufacturer.

The product shall be designed, produced, and finished at a facility owned and directly supervised by the supplier who has a minimum of 10 years under same ownership making pre-manufactured shelters.

The required products and materials shall be as follows:

1. The pre-engineered package shall be pre-assembled unless otherwise noted and pre-fabricated which will include all parts necessary to install the complete shelter unit in the field.

2. Concrete shall have minimum 28-day compressive strength of 3,000 psi and slump of 4” (+/- 1”), unless otherwise noted on the drawings. Any reinforcing shall be ASTM A615, grade 60.

3. Minimum 6” Concrete pad shall be provided under Kiosk as shown on the plan.

4. Hollow structural steel tube minimum ASTM A500 grade B with a minimum wall thickness of 3/16”.

5. Columns shall be direct bury anchor method or as recommend by the manufacturer.

6. Hollow Structural Steel tube minimum ASTM500 grade B. “I” beams, tapered columns, or open channels shall not be accepted for primary beams. See below for framing finish requirements. Color will be chosen from manufacturer’s standard color chart. Any steel used in manufacturing of this product shall be manufactured or produced in the United State, in accordance with the Steel Products Procurement Act.

7. Compression rings of structural channel or welded plate minimum ASTM A36 or compression tubes or structural steel tube minimum ASTM A500 grade B shall only be used.

8. Connection requirements as follows:

a. Anchor bolts shall be ASTM F1154 (Grade 36) unless otherwise noted.

b. Structural fasteners shall be zinc plated ASTM A325 high strength bolts and A563 high strength nuts.

c. All structural fasteners shall be hidden within framing members whenever possible.

d. No field welding shall be required to construct the shelter.

e. All welds shall be free of burrs and inconsistencies.

f. All exposed fasteners shall be painted by manufacturer prior to shipment to match frame or roof colors as applicable.

g. Manufacturers shall provide extra structural and roofing fasteners.

9. Primary roof deck of “R” panel metal roofing meeting the follow requirements:

a. Roofing shall be 24 gauge ribbed galvalume steel sheets, with ribs 1 3-16” high and 12” on center.

b. Roof surface shall be painted with Kynar 500 to the manufacturer’s standard color:

EVERGREEN. Ceiling surface shall be a “wash coat” primer.

c. Roof panels shall be factory precut to size and angled to provide ease of one-step installation.

d. Metal roofing trim shall match the color of the roof and shall be factory made of 24 gauge painted steel, per the manufacturer’s recommendations.

e. Trim shall include panel ridge caps, hip caps, eave trim, splice channels, rake trim, roof peak cap, and corner trim as applicable for model selected. Trim may need to be cut to length and notched. Reference drawings for additional information.

f. Ridge, hip, and valley caps, shall be pre-formed with a single central bend to match the roof pitch and shall be hemmed on the sides.

g. Roof peak cap shall be pre-manufactured.

h. Manufacturer must supply painted screws and butyl tape.

10. The frame finish shall be as follows:

a. Steel shall be cleaned, pretreated, and finished at a facility owned and directly supervised by the manufacturer.

b. Steel shall be shot blasted to SSPC-SP10 near-white blast cleaning. SSPC-SP2 hand tool cleaning will not be acceptable alternative.

c. Parts shall be pretreated in a 3 stage iron phosphate or equal wash.

d. Epoxy primer powder coat shall be applied to parts for superior corrosion protection.

e. Top coat of Super Durable TGIC powder coat shall be applied over the epoxy primer.

f. Finish shall not have any VOC emissions.

g. Sample production parts shall have been tested and meet the following criteria:

i. Salt spray resistance per ASTM B 117 ASTM D 1654 to 5,000 hours with no creep from scribe line and rating of 10.

ii. Humidity resistance per ASTM D2247-02 to 3,000 hours with no loss of adhesion or blistering.

iii. Color/UV resistance per ASTM G154-04 to 2,000 hours exposure, alternate cycles with results not chalking, 75% color retention, color variation maximum 3.0 E variation CIE formula (before and after 2,000 hours exposure).

11. Exposed fasteners for frame and ornamentation shall be powder coated to match structure.

12. The Frame color paint should be STANDARD POLI-5000 finish. Color chosen from manufacturer's standard color chart: CANVAS TAUPE. Roof surface shall be painted with Kynar 500 to the manufacturer’s standard color: EVERGREEN. Ceiling surface shall be a “wash coat” primer.

The display board included with the kiosk shall be as follows:

1. Single sided enclosed display case with aluminum frame, lockable doors and shatter resistant acrylic windows.

2. 6’-0” in length and 3’-0” in height.

The Contractor shall erect the pre-engineered information kiosk/sun shelter in accordance with these specifications and the manufacturer’s installation instructions for the erection of the shelter.

Tolerances on steel structural members are set according to AISC construction practices, abided in the factory, and cannot be increased. No field slotting or opening of holes will be allowed. It is therefore essential that contractors conform to the tolerances specified on the installation drawings for anchor bolt or column layout details. All work shall be plumbed, leveled and braced with sufficient nails, spikes, bolts, etc, to ensure rigidity. The Contractor shall verify that surfaces to receive materials are prepared to exact grades and dimensions.

This work will be paid for at the contract unit price per each for INFORMATION KIOSK COMPLETE which price shall include all labor, equipment, and material necessary to complete the installation of the pre-engineered information kiosk/sun shelter as specified.

INLETS TO BE REMOVED (SPECIAL)

Description: This work shall consist of furnishing all labor, equipment, and materials necessary to remove and dispose of manholes shown on the plans. This work shall be done in accordance with applicable portions of Section 605 and Article 202.03 of the Standard Specifications and as directed by the Engineer.

This work shall be to remove the existing inlet that will be replaced by a manhole to accommodate drainage for the crossover.

Basis of Payment: This work will be measured and paid for at the contract unit price per Each for INLETS

TO BE REMOVED (SPECIAL).

INSTALL DROP BOLLARD

Description: This work shall consist of furnishing and installing drop bollards at locations as shown on the plans and as directed by the Engineer in accordance with the details in the plans and this special provision.

Materials: Materials shall meet the requirements per detail.

General: The Contractor shall submit duplicate copies of detailed shop drawings to the IDNR Region 1 Engineer for approval before fabrication is begun.

Construction Requirements: Padlocks shall be Master Lock Model 3KALH, keyed to Key No.

3358, to match the other padlocks at the site, shall be provided to site personnel for each drop bollard location.

Method of Measurement: This work will be measured for payment in units of EACH for each drop bollard installed.

Basis of Payment: This work will be paid for at the contract unit price per EACH for INSTALL DROP BOLLARD, which price shall include all labor, equipment, and material necessary to complete the work as specified.

LIGHTING ASSEMBLY P1 (SPECIAL)

Description – This work shall consist of furnishing and installing a complete solar powered lighting unit including a wood pole, LED luminaire, solar power assembly, hardware, and all appurtenances required for a complete operating system.

General – All items shall be provided according to the IDOT Standard and Specifications for Road and Bridge Construction adopted 1/1/2022 and Supplemental Specifications and Recurring Special Provisions adopted the year the project is to be let for the referenced pay item and as noted within this special provision and on the plans and Supplemental Specifications and Recurring Special Provisions adopted the year the project is to be let.

Material –

LIGHT POLE:

Reference pay item: LIGHT POLE, WOOD, 35 FOOT, CLASS 4, WITH 2FT MAST ARM

The pole shall consist of a 35ft class 4 wood pole and a 2 ft mast arm complete with all hardware required for installation in accordance with section 830 of the IDOT Standard Specifications. All pole hardware, grounding, conduit, wiring, fuse holders, surge protection, and associated accessories shall comply with the applicable requirements of sections 821, 830, 1065, and 1066 of the IDOT Standard Specifications. Provide a ground rod at each pole per the details on the plans. The maximum diameter of the pole shall be 8”.

LUMINAIRE:

The luminaire shall be Lithonia Lighting DSX0 LED P3 35K 80CRI BLC3.

Provide manufacturer’s standard grey finish on luminaire.

Provide luminaire of the make and model specified in this special provision above. Provide luminaires that comply with the material, finish and construction requirements indicated in Standard Specification Section 1067 of the Supplemental Specifications and Recurring Special Provisions as applicable to the scheduled luminaires. Provide integral photocell and motion sensor with luminaire. Luminaire shall have bi-level motion / ambient sensor for 8-40' mounting height. Ambient light sensor shall be enabled at 2fc. Bi-level dimming shall have an unoccupied dimmed level of 10% and a when occupied level of 70%. The dwell time shall be 7.5 minutes with a ramp up time of 3 seconds or less and a fade rate of 5 minutes. Fasteners and hardware shall be according to Article 1067.01(j).

Materials for wire within conduit attached to the pole shall be according to Article 1066.09 and connected as shown in Highway Standard 821101-03 within a stainless-steel junction box attached to the pole as shown on the plan details. The stainless-steel junction box shall sized and provided according to the plan details. The conduit on the pole shall be as shown on the plan details. Pole fuse holders and fuses shall be according to Article 1065.01(a). Provide insulating boots for each fuse holder. Surge arrestor (lightning protector) shall be according to Article

1065.02. Conductors from the load side of the

fuses to the luminaire shall be #10 AWG RHW/USE-2 according to Standard Specification 1066.09.

SOLAR POWER ASSEMBLY:

The solar power assembly shall be Sol by Sunna Design EverGen M Solar Lighting Engine with the wood pole adapter. The control profile shall be: 100% on at dusk for 2hrs, dim to 0% off (unless occupancy is detected), then 100% on for 2hrs before dawn.

The solar power assembly shall be complete with all components required to provide a complete operating off-grid lighting system. The solar lighting assembly shall include but not be limited to photovoltaic solar module(s), solar module mounting system, EverGen Solar Lighting Engine, maximum power point tracking (MPPT) charge controller, battery system, battery enclosure, wiring harnesses, monitoring equipment, hardware, and all other accessories required for a complete installation. The solar lighting system shall be factory engineered by Sol by Sunna Design specifically for the luminaires specified for this project. The system shall be sized to provide reliable year-round operation based on the geographic location, solar resource, operating profile, and luminaire power requirements.

The EverGen Solar Lighting Engine shall provide, at a minimum: MPPT, intelligent battery management, automatic dusk-to-dawn operation, programmable diming profiles, low-voltage disconnect, battery overcharge protection, remote monitoring capability, and factory-programmed operating profile.

Installation – Install the complete light assembly in accordance with the manufacturer’s written recommendations and sections 821 and 830 of the IDOT Standard Specifications and Supplemental Specifications and Recurring Special Provisions.

Set the wood pole plumb and true. Orient the pole as shown on the plans as to provide the required luminaire distribution and to accommodate the solar lighting assembly. The luminaire shall be mounted at a height of 25 ft above grade. Securely attach the mast arm to the wood pole using the manufacturer's standard hardware. Install the luminaire on the mast arm in accordance with section 821 of the IDOT Standard Specifications, Supplemental Specifications and Recurring Special Provisions, and the manufacturer's written instructions.

Solar modules shall be installed using the manufacturer’s mounting system and oriented in accordance with the manufacturer's recommendations to maximize annual solar energy production. The orientation, tilt angle, and mounting configuration shown on the plans are diagrammatic only and shall be adjusted as required by the manufacturer for the project location.

Method of Measurement – Lighting assembly installation shall include the complete lighting unit consisting of the wood pole, mast arm, luminaire, solar lighting engine, photovoltaic module(s), battery system, controller, enclosure, conduit, wiring, grounding, surge protection, mounting hardware, connectors, protective devices, and all labor, equipment, materials, and appurtenances required to provide a complete operating installation.

Basis of Payment – This work shall be paid for at the contract unit price per each for LIGHTING

ASSMEBLY P1 (SPECIAL).

LIGHTING ASSEMBLY P2 (SPECIAL)

Description – This work shall consist of furnishing and installing a complete solar powered lighting unit including a wood pole, LED luminaire, solar power assembly, hardware, and all appurtenances required for a complete operating system.

General – All items shall be provided according to the IDOT Standard and Specifications for Road and Bridge Construction adopted 1/1/2022 and Supplemental Specifications and Recurring Special Provisions adopted the year the project is to be let for the referenced pay item and as noted within this special provision and on the plans.

Material –

LIGHT POLE:

Reference pay item: LIGHT POLE, WOOD, 35 FOOT, CLASS 4, WITH 2FT MAST ARM

The pole shall consist of a 35ft class 4 wood pole and a 2 ft mast arm complete with all hardware required for installation in accordance with section 830 of the IDOT Standard Specifications. All pole hardware, grounding, conduit, wiring, fuse holders, surge protection, and associated accessories shall comply with the applicable requirements of sections 821, 830, 1065, and 1066 of the IDOT Standard Specifications. Provide a ground rod at each pole per the details on the plans. The maximum diameter of the pole shall be 8”.

LUMINAIRE:

The luminaire shall be Lithonia Lighting DSX0 LED P3 35K 80CRI T5W.

Provide manufacturer’s standard grey finish on luminaire.

Provide luminaire of the make and model specified in this special provision above. Provide luminaires that comply with the material, finish and construction requirements indicated in Standard Specification Section 1067 as applicable to the scheduled luminaires. Provide integral photocell and motion sensor with luminaire. Luminaire shall have bi-level motion / ambient sensor for 8-40' mounting height.

Ambient light sensor shall be enabled at 2fc. Bi-level dimming shall have an unoccupied dimmed level of 10% and a when occupied level of 70%. The dwell time shall be 7.5 minutes with a ramp up time of 3 seconds or less and a fade rate of 5 minutes. Fasteners and hardware shall be according to Article 1067.01(j).

Materials for wire within conduit attached to the pole shall be according to Article 1066.09 of the Supplemental Specifications and Recurring Special Provisions and connected as shown in Highway Standard 821101-03 within a stainless-steel junction box attached to the pole as shown on the plan details. The stainless-steel junction box shall sized and provided according to the plan details. The conduit on the pole shall be as shown on the plan details. Pole fuse holders and fuses shall be according to Article 1065.01(a). Provide insulating boots for each fuse holder. Surge arrestor (lightning protector) shall be according to Article 1065.02. Conductors from the load side of the fuses to the luminaire shall be #10 AWG RHW/USE-2 according to Standard Specification 1066.09.

SOLAR POWER ASSEMBLY:

The solar power assembly shall be Sol by Sunna Design EverGen M Solar Lighting Engine with the wood pole adapter. The control profile shall be: 100% on at dusk for 2hrs, dim to 0% off (unless occupancy is detected), then 100% on for 2hrs before dawn.

The solar power assembly shall be complete with all components required to provide a complete operating off-grid lighting system. The solar lighting assembly shall include but not be limited to photovoltaic solar module(s), solar module mounting system, EverGen Solar Lighting Engine, maximum power point tracking (MPPT) charge controller, battery system, battery enclosure, wiring harnesses, monitoring equipment, hardware, and all other accessories required for a complete installation. The solar lighting system shall be factory engineered by Sol by Sunna Design specifically for the luminaires specified for this project. The system shall be sized to provide reliable year-round operation based on the geographic location, solar resource, operating profile, and luminaire power requirements.

The EverGen Solar Lighting Engine shall provide, at a minimum: MPPT, intelligent battery management, automatic dusk-to-dawn operation, programmable diming profiles, low-voltage disconnect, battery overcharge protection, remote monitoring capability, and factory-programmed operating profile.

Installation – Install the complete light assembly in accordance with the manufacturer’s written recommendations and sections 821 and 830 of the IDOT Standard Specifications and Supplemental Specifications and Recurring Special Provisions.

Set the wood pole plumb and true. Orient the pole as shown on the plans as to provide the required luminaire distribution and to accommodate the solar lighting assembly. The luminaire shall be mounted at a height of 25 ft above grade. Securely attach the mast arm to the wood pole using the manufacturer's standard hardware. Install the luminaire on the mast arm in accordance with section 821 of the IDOT Standard Specifications, Supplemental Specifications, Recurring Special Provisions, and the manufacturer's written instructions.

Solar modules shall be installed using the manufacturer’s mounting system and oriented in accordance with the manufacturer's recommendations to maximize annual solar energy production. The orientation, tilt angle, and mounting configuration shown on the plans are diagrammatic only and shall be adjusted as required by the manufacturer for the project location.

Method of Measurement – Lighting assembly installation shall include the complete lighting unit consisting of the wood pole, mast arm, luminaire, solar lighting engine, photovoltaic module(s), battery system, controller, enclosure, conduit, wiring, grounding, surge protection, mounting hardware, connectors, protective devices, and all labor, equipment, materials, and appurtenances required to provide a complete operating installation.

Basis of Payment – This work shall be paid for at the contract unit price per each for LIGHTING

ASSEMBLY P2 (SPECIAL).

MINOR SIGN COMPLETE

This item shall consist of furnishing and installing signs, posts, framing, hardware and related items in accordance with the details and at the locations noted in the plans and in accordance with Sections 720 and 730 of the Standard Specifications. The sign members shall be fiberglass reinforced recycled plastic, brown in color with a white core. The color for the posts, timber, and signs framing shall be submitted to the IDNR Landscape Architect for approval prior to fabrication.

The sign panels shall be supplied by the manufacturer in accordance with the details in the plans and the Standard Specifications.

Post shall be set with gravel backfill. A minimum of 4” concrete pad shall be constructed around the full perimeter of the whole sign. The concrete pad shall be Class SI concrete according to Section 1020 and curing materials shall be according to Section 1021 of the Standard Specifications.

The cost of all the labor, materials and equipment necessary to complete the work as indicated in this Special Provision and the details in the contract unit price per Each for MINOR SIGN

COMPLETE.

PERIMETER EROSION BARRIER, SPECIAL

This work shall consist of furnishing all labor, equipment, technical assistance, and materials necessary to install the Perimeter Erosion Barrier in accordance to Section 280 of the Standard Specifications, as shown on the plans and as specified herein.

Revise Section 280.04 (b) of the Standard Specifications as follows:

Perimeter Erosion Barrier. This system consists of a continuous barrier placed adjacent to an area of construction to intercept a sheet flow of water borne silt and sediment and prevent it from leaving the construction area. The barrier shall be constructed with rolled excelsior, silt filter fence, or urethane foam/geotextiles.

This work will be paid for at the contract unit price per FOOT for PERIMETER EROSION BARRIER (SPECIAL), which price shall include all labor, equipment, and material necessary to complete the work as specified.

REMOVE EXISTING GATE

This work shall consist of the careful removal and transporting to locations designated by site personnel of existing gates, support posts, and gate opening posts from the locations noted in the plans and the disposal of unwanted materials in accordance with the Standard Specifications and this special provision.

The posts shall be pulled, and the holes backfilled in accordance with Article 632.02 of the Standard Specifications. The disposal of unwanted, removed materials shall be in accordance with Article 202.03 of the Standard Specifications.

This work will be measured for payment in units of each for each existing gate removed and this work will be paid for at the contract unit price per each REMOVE EXISTING GATE.

SEEDING, CLASS 4A (MODIFIED)

This work shall be according to Section 250 of the Standard Specifications and “SEEDING (BDE)” special provision, except as follows.

Class - Type Seeds lb/acre (kg/hectare) 4A Low Profile…