Sidewalk_Gap_Study_Phase_III_Specifications.pdf

Check Sheet for Recurring Special Provisions

BLR 11300 (Rev. 10/25/22)Page 1 of 2Printed 02/01/23

Local Public Agency

Village of Schaumburg County

Cook Section Number

Check this box for lettings prior to 01/01/2023.

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 53 2 Subletting of Contracts (Federal-Aid Contracts) 56

3 EEO 57

4 Specific EEO Responsibilities Non Federal-Aid Contracts 67 5 Required Provisions - State Contracts 72 6 Asbestos Bearing Pad Removal 78 7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 79 8 Temporary Stream Crossings and In-Stream Work Pads 80 9 Construction Layout Stakes 81 10 Use of Geotextile Fabric for Railroad Crossing 84 11 Subsealing of Concrete Pavements 86 12 Hot-Mix Asphalt Surface Correction 90 13 Pavement and Shoulder Resurfacing 92 14 Patching with Hot-Mix Asphalt Overlay Removal 93 15 Polymer Concrete 95 16 Reserved 97 17 Bicycle Racks 98 18 Temporary Portable Bridge Traffic Signals 100 19 Nighttime Inspection of Roadway Lighting 102 20 English Substitution of Metric Bolts 103 21 Calcium Chloride Accelerator for Portland Cement Concrete 104 22 Quality Control of Concrete Mixtures at the Plant 105 23 Quality Control/Quality Assurance of Concrete Mixtures 113 24 Reserved 129 25 Reserved 130 26 Temporary Raised Pavement Markers 131 27 Restoring Bridge Approach Pavements Using High-Density Foam 132 28 Portland Cement Concrete Inlay or Overlay 135 29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 139 30 Longitudinal Joint and Crack Patching 142 31 Concrete Mix Design - Department Provided 144 32 Station Numbers in Pavements or Overlays 145

BLR 11300 (Rev. 10/25/22)Page 2 of 2Printed 02/01/23

Section NumberCounty

Cook Local Public Agency

Village of Schaumburg 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 147

LRS 2 Furnished Excavation 148

LRS 3 Work Zone Traffic Control Surveillance 149

LRS 4 Flaggers in Work Zones 150

LRS 5 Contract Claims 151

LRS 6 Bidding Requirements and Conditions for Contract Proposals 152

LRS 7 Bidding Requirements and Conditions for Material Proposals 158

LRS 8 Reserved 164

LRS 9 Bituminous Surface Treatments 165

LRS 10 Reserved 169

LRS 11 Employment Practices 170

LRS 12 Wages of Employees on Public Works 172

LRS 13 Selection of Labor 174

LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks 175

LRS 15 Partial Payments 178

LRS 16 Protests on Local Lettings 179

LRS 17 Substance Abuse Prevention Program 180

LRS 18 Multigrade Cold Mix Asphalt 181

LRS 19 Reflective Crack Control Treatment 182

BDE SPECIAL PROVISIONS

For the January 20, 2023 and March 10, 2023 Lettings

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 Device Jan. 1, 2008 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 80436 6 Blended Finely Divided Minerals April 1, 2021

* 80241 7 Bridge Demolition Debris July 1, 2009

* 5053I 8 Building Removal Sept. 1, 1990 Aug. 1, 2022

* 5026I 9 Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022

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

80261 13 Construction Air Quality – Diesel Retrofit June 1, 2010 Nov. 1, 2014 80434 14 Corrugated Plastic Pipe (Culvert and Storm Sewer) Jan. 1, 2021

* 80029 15 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Mar. 2, 2019 80229 16 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80447 17 Grading and Shaping Ditches Jan. 1, 2023 80433 18 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80443 19 High Tension Cable Median Barrier Removal April 1, 2022 80446 20 Hot-Mix Asphalt - Longitudinal Joint Sealant Nov. 1, 2022 80438 21 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 Sept. 2, 2021 80045 22 Material Transfer Device June 15, 1999 Jan. 1, 2022 80441 23 Performance Graded Asphalt Binder Jan. 1, 2023

* 3426I 24 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80445 25 Seeding Nov. 1, 2022 80340 26 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 27 Steel Cost Adjustment April 2, 2004 Jan. 1, 2022 80397 28 Subcontractor and DBE Payment Reporting April 2, 2018 80391 29 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80437 30 Submission of Payroll Records April 1, 2021 Nov. 1, 2022 80435 31 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80410 32 Traffic Spotters Jan. 1, 2019

* 20338 33 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 34 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 35 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80440 36 Waterproofing Membrane System Nov. 1, 2021 80302 37 Weekly DBE Trucking Reports June 2, 2012 Nov. 1, 2021 80427 38 Work Zone Traffic Control Devices Mar. 2, 2020

* 80071 39 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 have been deleted from use.

File Name Special Provision Title Effective Revised

5048I Building Removal-Case II (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010 5049I Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010

The following special provisions are in the 2023 Supplemental Specifications and Recurring Special Provisions.

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

80293 Concrete Box Culverts with Skews > 30 Degrees and Design Fills ≤ 5 Feet

Articles 540.04 & 540.06 April 1, 2012 July 1, 2016

80311 Concrete End Sections for Pipe Culverts Articles 540.07, 542.01, 542.02, 542.07, 542.11 & 542.12

Jan. 1, 2013 April 1, 2016

80422 High Tension Cable Median Barrier Articles 644.02, 644.05, 782.01, 782.04, 782.07 & 1097.02

Jan. 1, 2020 Jan. 1, 2022

80442 Hot-Mix Asphalt Articles 1030.09 & 1030.10 Jan. 1, 2022 Aug. 1, 2022 80444 Hot-Mix Asphalt – Patching Errata – Article 442.08(b) April 1, 2022 80411 Luminaires, LED Articles 801.05(a), 821.02(d), 821.03, 821.08 & 1067.01-1067.06 April 1, 2019 Jan. 1, 2022

80418 Mechanically Stabilized Earth Retaining Walls

Articles 1003.07 & 1004.06 Nov. 1, 2019 Nov. 1, 2020

80430 Portland Cement Concrete – Haul Time Article 1020.11(a)(7) July 1, 2020 80395 Sloped Metal End Section for Pipe Culverts Articles 540.07, 542.01, 542.02, 542.07, 542.11 & 542.12 Jan. 1, 2018

80318 Traversable Pipe Grate for Concrete End Sections

Articles 540.04, 540.07, 540.08 & 542.01, 542.02, 542.07, 542.11 & 542.12

Jan. 1, 2013 Jan. 1, 2018

BDE SPECIAL PROVISIONS

For the November 17, 2023 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 80436 6 Blended Finely Divided Minerals April 1, 2021

* 80241 7 Bridge Demolition Debris July 1, 2009

* 5053I 8 Building Removal Sept. 1, 1990 Aug. 1, 2022

* 5026I 9 Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022 80449 10 Cement, Type IL Aug. 1, 2023 80384 11 Compensable Delay Costs June 2, 2017 April 1, 2019

* 80198 12 Completion Date (via calendar days) April 1, 2008

* 80199 13 Completion Date (via calendar days) Plus Working Days April 1, 2008 80453 14 Concrete Sealer Nov. 1, 2023 80261 15 Construction Air Quality – Diesel Retrofit June 1, 2010 Nov. 1, 2014 80434 16 Corrugated Plastic Pipe (Culvert and Storm Sewer) Jan. 1, 2021

* 80029 17 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Mar. 2, 2019 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 80443 22 High Tension Cable Median Barrier Removal April 1, 2022 80446 23 Hot-Mix Asphalt - Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023 80438 24 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 Sept. 2, 2021 80045 25 Material Transfer Device June 15, 1999 Jan. 1, 2022 80450 26 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 80441 27 Performance Graded Asphalt Binder Jan. 1, 2023 80451 28 Portland Cement Concrete Aug. 1, 2023

* 3426I 29 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80445 30 Seeding Nov. 1, 2022 80448 31 Source of Supply and Quality Requirements Jan. 2, 2023 80340 32 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 33 Steel Cost Adjustment April 2, 2004 Jan. 1, 2022 80397 34 Subcontractor and DBE Payment Reporting April 2, 2018 80391 35 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80437 36 Submission of Payroll Records April 1, 2021 Nov. 1, 2022 80435 37 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80410 38 Traffic Spotters Jan. 1, 2019

* 20338 39 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 40 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 41 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80440 42 Waterproofing Membrane System Nov. 1, 2021 80302 43 Weekly DBE Trucking Reports June 2, 2012 Nov. 1, 2021 80454 44 Wood Sign Support Nov. 1, 2023 80427 45 Work Zone Traffic Control Devices Mar. 2, 2020

* 80071 46 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 have been deleted from use.

File Name Special Provision Title Effective Revised 5048I Building Removal-Case II (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010 5049I Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010

The following special provisions are in the 2023 Supplemental Specifications and Recurring Special Provisions.

File Name Special Provision Title New Location(s) Effective Revised 80293 Concrete Box Culverts with Skews > 30

Degrees and Design Fills Articles 540.04 & 540.06 April 1, 2012 July 1, 2016

80311 Concrete End Sections for Pipe Culverts Articles 540.07, 542.01, 542.02, 542.07, 542.11 & 542.12

Jan. 1, 2013 April 1, 2016

80422 High Tension Cable Median Barrier Articles 644.02, 644.05, 782.01, 782.04, 782.07 & 1097.02

Jan. 1, 2020 Jan. 1, 2022

80442 Hot-Mix Asphalt Articles 1030.09 & 1030.10 Jan. 1, 2022 Aug. 1, 2022 80444 Hot-Mix Asphalt – Patching Errata – Article 442.08(b) April 1, 2022 80411 Luminaires, LED Articles 801.05(a), 821.02(d), 821.03, 821.08 & 1067.01-1067.06 April 1, 2019 Jan. 1, 2022

80418 Mechanically Stabilized Earth Retaining Walls

Articles 1003.07 & 1004.06 Nov. 1, 2019 Nov. 1, 2020

80430 Portland Cement Concrete – Haul Time Article 1020.11(a)(7) July 1, 2020 80395 Sloped Metal End Section for Pipe Culverts Articles 540.07, 542.01, 542.02, 542.07, 542.11 & 542.12 Jan. 1, 2018

80318 Traversable Pipe Grate for Concrete End Sections

Articles 540.04, 540.07, 540.08 & 542.01, 542.02, 542.07, 542.11 & 542.12

Jan. 1, 2013 Jan. 1, 2018

Sidewalk Gap Program Village of Schaumburg

Cook County

SPECIAL PROVISIONS INDEX

GENERAL SPECIFICATIONS

LOCATION OF PROJECT

DESCRIPTION OF PROJECT

AVAILABLE REPORTS

MAINTENANCE OF ROADWAYS

STATUS OF UTILITIES (D-1)

PROJECT TIMING

CONSTRUCTION SCHEDULE

LIQUIDATED DAMAGES

UTILITY LOCATION

CONSTRUCTION OPERATIONS

CONCRETE BREAKERS

PRIVATE DECORATIVE MATERIAL

INSPECTION

ALTERNATE BID

TRAFFIC CONTROL PLAN

WATER MAIN APPURTENANCES

MODIFIED IDOT SPECIAL PROVISIONS

25200110 SODDING, SALT TOLERANT

A2000320 TREE, STATE STREET MIYABE MAPLE

A2008120 TREE, GREENSPIRE LITTLE LEAG LINDEN

B2004566 TREE, RED JEWEL CRAB APPLE

C2005124 SHRUB, JACKMANS BUSH CINQUEFOIL

C20098G3 SHRUB, FROEBELLI SPIREA

D2002972 EVERGREEN, EASTERN WHITE PINE

K0036118 MULCH PLACEMENT 3”

X0100003 CLEARING AND GRUBBING

X0322881 TREE TRIMMING

X0326806 WASHOUT BASIN

X2010400 STUMP REMOVAL ONLY

X5610012 CAP EXISTING WATER MAIN

X5610651 ABANDON EXISTING WATER MAIN, FILL WITH CLSM

X6030310 FRAMES AND LIDS TO BE ADJUSTED (SPECIAL)

Z0013798 CONSTRUCTION LAYOUT

Z0056XX STORM SEWER ADJACENT TO OR CROSSING WATERMAIN

REMOVING AND RESETTING STREET SIGNS

DETECTABLE WARNINGS (SPECIAL), CAST IRON

WATER MAIN FITTINGS

CONNECTIONS TO EXISTING WATER MAINS

VALVES

VALVE VAULTS

WATER MAIN TO BE REMOVED

VALVE VAULTS TO BE REMOVED

TRENCH BACKFILL, SPECIAL

FLUSHING, PRESSURE TESTING & CHLORINATION

IDOT SPECIAL PROVISIONS

ADJUSTMENTS AND RECONSTRUCTIONS

COARSE AGGREGATE FOR BACKFILL, TRENCH BACKFILL AND BEDDING (D-1)

DRAINAGE AND INLET PROTECTION UNDER TRAFFIC (D-1)

PUBLIC CONVENIENCE AND SAFETY (D-1)

TEMPORARY INFORMATION SIGNING

CCDOTH SPECIAL PROVISIONS

TRAFFIC SIGNAL WORK GENERAL

DETECTOR LOOP (CCDOT)

LR107-4 SPECIAL PROVISION FOR INSURANCE

BDE SPECIAL PROVISIONS

LPC 662

LPC 663

EXISTING TRAFFIC SIGNAL PLANS FOR INFORMATIONAL USE (SCHAUMBURG ROAD AT PLUM

GROVE ROAD)

HIGHWAY STANDARDS

Cook County

SPECIAL PROVISIONS INDEX

GENERAL SPECIFICATIONS

LOCATION OF PROJECT

DESCRIPTION OF PROJECT

AVAILABLE REPORTS

MAINTENANCE OF ROADWAYS

STATUS OF UTILITIES (D-1)

PROJECT TIMING

CONSTRUCTION SCHEDULE

LIQUIDATED DAMAGES

UTILITY LOCATION

CONSTRUCTION OPERATIONS

CONCRETE BREAKERS

PRIVATE DECORATIVE MATERIAL

INSPECTION

ALTERNATE BID

TRAFFIC CONTROL PLAN

WATER MAIN APPURTENANCES

MODIFIED IDOT SPECIAL PROVISIONS

25200110 SODDING, SALT TOLERANT

A2000320 TREE, STATE STREET MIYABE MAPLE

A2008120 TREE, GREENSPIRE LITTLE LEAG LINDEN

B2004566 TREE, RED JEWEL CRAB APPLE

C2005124 SHRUB, JACKMANS BUSH CINQUEFOIL

C20098G3 SHRUB, FROEBELLI SPIREA

D2002972 EVERGREEN, EASTERN WHITE PINE

K0036120 MULCH PLACEMENT 4”

X0100003 CLEARING AND GRUBBING

X0322881 TREE TRIMMING

X0326806 WASHOUT BASIN

X2010400 STUMP REMOVAL ONLY

X5610012 CAP EXISTING WATER MAIN

X5610651 ABANDON EXISTING WATER MAIN, FILL WITH CLSM

X6030310 FRAMES AND LIDS TO BE ADJUSTED (SPECIAL)

Z0013798 CONSTRUCTION LAYOUT

Z0056XX STORM SEWER ADJACENT TO OR CROSSING WATERMAIN

REMOVING AND RESETTING STREET SIGNS

DETECTABLE WARNINGS (SPECIAL), CAST IRON

WATER MAIN FITTINGS

CONNECTIONS TO EXISTING WATER MAINS

VALVES

VALVE VAULTS

WATER MAIN TO BE REMOVED

VALVE VAULTS TO BE REMOVED

TRENCH BACKFILL, SPECIAL

FLUSHING, PRESSURE TESTING & CHLORINATION

IDOT SPECIAL PROVISIONS

ADJUSTMENTS AND RECONSTRUCTIONS

COARSE AGGREGATE FOR BACKFILL, TRENCH BACKFILL AND BEDDING (D-1)

DRAINAGE AND INLET PROTECTION UNDER TRAFFIC (D-1)

PUBLIC CONVENIENCE AND SAFETY (D-1)

TEMPORARY INFORMATION SIGNING

CCDOTH SPECIAL PROVISIONS

TRAFFIC SIGNAL WORK GENERAL

DETECTOR LOOP (CCDOT)

LR107-4 SPECIAL PROVISION FOR INSURANCE

BDE SPECIAL PROVISIONS

LPC 662

LPC 663

EXISTING TRAFFIC SIGNAL PLANS FOR INFORMATIONAL USE (SCHAUMBURG ROAD AT PLUM

GROVE ROAD)

HIGHWAY STANDARDS

Cook County

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 of Materials” in effect on the date of invitation of bids, and the “Supplemental Specifications and Recurring Special Provisions” indicated on the Check Sheet included herein which apply to and govern the construction of the sidewalk, in the Village of Schaumburg, Illinois in Cook County, and in case of conflict with any part or parts of said specifications, the said Special Provisions shall take precedence and shall govern.

STANDARDS

The following specifications and manuals supplement the contract documents:

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

• Illinois Department of Transportation “Supplemental Specifications and Recurring Special Provisions,” latest edition as indicated on the check sheet.

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

• "Illinois Highway Standards for Traffic Control" latest edition (hereinafter referred to as the Highway Standards).

• “Manual of Test Procedures of Material” latest edition.

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

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

LOCATION OF PROJECT

The project is located in Cook County, Illinois in the Village of Schaumburg. Sidewalk is to be constructed along Plum Grove Road from Schaumburg Road to Shoreline Circle.

DESCRIPTION OF PROJECT

The work consists of PCC sidewalk construction including ADA accessibility improvements, retaining wall removal and replacement, retaining wall repairs, as well as all incidental and collateral work necessary to complete the project as shown on the plans and as described herein.

Cook County

AVAILABLE REPORTS

☐ No project specific reports were prepared.

When applicable, the following checked reports and record information is available for Bidders’ reference upon request:

☐ Record structural plans

☐ Preliminary Site Investigation (PSI)

☐ Preliminary Environmental Site Assessment (PESA)

☐ Soils/Geotechnical Report

☐ Boring Logs

☐ Pavement Cores

☐ Location Drainage Study (LDS)

☐ Hydraulic Report

☐ Noise Analysis

☒ Other: _LPC 663_____________________

Those seeking these reports should request access from:

Village of Schaumburg Engineering and Public Works Department Phone: (847) 895-7100

Cook County

MAINTENANCE OF ROADWAYS

Effective: September 30, 1985 Revised: November 1, 1996

Beginning on the date that work begins on this project, the Contractor shall assume responsibility for normal maintenance of all existing roadways within the limits of the improvement. This normal maintenance shall include all repair work deemed necessary by the Engineer, but shall not include snow removal operations. Traffic control and protection for maintenance of roadways will be provided by the Contractor as required by the Engineer.

If items of work have not been provided in the contract or otherwise specified for payment such items, including the accompanying traffic control and protection required by the Engineer, will be paid for in accordance with Article 109.04 of the Standard Specifications.

STATUS OF UTILITIES (D-1)

Effective: June 1, 2016 Revised: January 1, 2020

Utility companies and/or municipal owners located within the construction limits of this project have provided the following information regarding their facilities and the proposed improvements. The tables below contain a description of specific conflicts to be resolved and/or facilities which will require some action on the part of the Department’s contractor to proceed with work. Each table entry includes an identification of the action necessary and, if applicable, the estimated duration required for the resolution.

UTILITIES TO BE ADJUSTED

Conflicts noted below have been identified by following the suggested staging plan included in the contract.

The company has been notified of all conflicts and will be required to obtain the necessary permits to complete their work; in some instances, resolution will be a function of the construction staging. The responsible agency must relocate, or complete new installations as noted below; this work has been deemed necessary to be complete for the Department’s contractor to then work in the stage under which the item has been listed.

Stage 1

STAGE / LOCATION TYPE DESCRIPTION RESPONSIBLE

AGENCY

DURATION

OF TIME

Plum Grove Road 30+35.00 31+94.51

43.47’ LT

33.76’ LT

32+57.67 32.17’ LT

33+82.19 34+57.64

52.48’ LT

48.93’ LT

Water Main Valve vaults rims to be adjusted

Village of Schaumburg

(Water)

Contractor to adjust rims to final proposed grade.

1 DAYS

Plum Grove Road

30+35.00 43.47’ LT

Storm Manhole rim to be adjusted

Village of Schaumburg

(Storm)

Contractor to adjust rims to final proposed grade.

1 DAYS

Cook County

Stage 1: ____1____ Days Total Installation

The following contact information is what was used during the preparation of the plans as provided by the Agency/Company responsible for resolution of the conflict.

Agency/Company Responsible to Resolve Conflict

Name of contact Phone e-mail address

ComEd-Electric Tim Tamason 815-477-5258 Timothy.Tamason@ComEd.com

Village Water and Sanitary

Syed Mansoor 847-923-6654 smansoor@schaumburg.com

UTILITIES TO BE WATCHED AND PROTECTED

The areas of concern noted below have been identified by following the suggested staging plan included for the contract. The information provided is not a comprehensive list of all remaining utilities, but those which during coordination were identified as ones which might require the Department’s contractor to take into consideration when making the determination of the means and methods that would be required to construct the proposed improvement. In some instances the contractor will be responsible to notify the owner in advance of the work to take place so necessary staffing on the owners part can be secured.

Stage 1

STAGE / LOCATION TYPE DESCRIPTION OWNER

Plum Grove Road

30+00 TO 36+00, LT

Sanitary Sewer Sewer

Village of Schaumburg

(Sanitary)

Plum Grove Road

30+00 TO 36+00, LT

Water Main 12” line Village of

Schaumburg (Water)

Plum Grove Road 30+00 TO 36+00, LT Electrical Aerial Lines ComEd

Plum Grove Road 35+20 TO 36+00, LT Gas Gas Line Nicor

Plum Grove Road 30+00 TO 36+00, LT Telephone Aerial Lines ATT

Cook County

The following contact information is what was used during the preparation of the plans as provided by the owner of the facility.

Agency/Company Responsible to Resolve Conflict

Name of contact Phone e-mail address

ATT Tim Gerdes 630-573-5660 Tg5660@att.com

Comcast Martha Gieras 630-600-6347 Martha_gieras@cable.comcast.com

ComEd-Electric Tim Tamason 815-477-5258 Timothy.Tamason@ComEd.com

Nicor Gas Bruce Koppang 630-388-3046 bkoppang@southernco.com

WOW Cable Paul Flinkow 630-536-3139 Paul.flinkow@wowinc.com

Village Water and Sanitary

Syed Mansoor 847-923-6654 smansoor@schaumburg.com

The above represents the best information available to the Department and is included for the convenience of the bidder. The days required for conflict resolution should be considered in the bid as this information has also been factored into the timeline identified for the project when setting the completion date. The applicable portions of the Standard Specifications for Road and Bridge Construction shall apply.

Estimated duration of time provided above for the first conflicts identified will begin on the date of the executed contract regardless of the status of the utility relocations. The responsible agencies will be working toward resolving subsequent conflicts in conjunction with contractor activities in the number of days noted.

The estimated relocation duration must be part of the progress schedule submitted by the contractor. A utility kickoff meeting will be scheduled between the Department, the Department’s contractor and the utility companies when necessary. The Department’s contractor is responsible for contacting J.U.L.I.E.

prior to all excavation work.

Cook County

PROJECT TIMING

Construction is scheduled to begin upon the proper execution of the contract documents, which includes the submission of insurance and bonds. The substantial completion dates, including all work, is October 25th, 2024.

The final completion for all other ancillary work, including landscaping restoration or plantings, not including any additional work, shall be completed and ready for final acceptance and payment on or before November 4th, 2024. Failure to comply with the deadlines for the substantial completion and final completion shall result in the enforcement of liquidated damages in the amount of $550.00 per day for each and every calendar day that these improvements remain incomplete, in accordance with the Special Provision, "Liquidated Damages", and Sections 108.05 and 108.09 of the Standard Specifications.

CONSTRUCTION SCHEDULE

At the project per-construction meeting, the Contractor shall submit for review and approval by the Engineer, a detailed construction schedule that shall clearly indicate the sequential procedure of work proposed to be followed to complete the work as required by the contract documents. In preparing the construction schedule, the Contractor shall follow the required completion date, calendar days, and any additional Special Provisions as specified relating to the construction schedule.

The construction schedule shall depict all work components and essential activities, the time required for the completion of each of the activities and the sequence and interdependence of each of the activities in a project timetable which will translate each project day into an ordinary calendar day.

The Contractor shall maintain the construction schedule, and shall submit an updated schedule to the Engineer on a weekly, biweekly, or monthly basis as determined by the Engineer. No separate payment will be made to the Contractor for the creation and maintenance of the construction schedule.

Due to Special Events throughout the Village of Schaumburg, holidays and the schedule of local school districts, the Contractor will be restricted from working at or near specified locations as instructed by the Engineer or a representative of the Engineer. No separate payment or compensation will be made due to these restrictions.

The Village provides the public with construction schedules and project status through the Village’s web page. The Contractor shall provide construction related information in a format consisting of an E-mail, letter, or fax acceptable to the Engineer. The Contractor shall assume that this information shall be provided on a daily basis during construction and may change to a shorter time frame based on construction activity changes or a longer time frame based on construction inactivity. The Engineer shall determine the time frame and format to be provided by the Contractor.

LIQUIDATED DAMAGES

Should the Contractor fail to complete the work, including cleaning up, to the point of final acceptance of the work by the Engineer within the time specified in the Contract Documents for the Date of Completion and/or Date(s) of Substantial Completion, and agreed upon by the Contractor by accepting the Contract, or within such extra time as may be allowed in accordance with the Contract Documents, there shall be deducted from any monies due the Contractor, or that may become due the Contractor, the sum(s) of $550.00 per day for each and every calendar day, including Sundays and holidays, that the work remains uncompleted.

This sum shall be considered and treated not as a penalty but as fixed, agreed, and liquidated damages due the Village from the Contractor by reason of inconvenience to the public, added cost of supervision, and

Cook County other items which may have caused an expenditure of funds resulting from his failure to complete the work within the time specified.

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

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

UTILITY LOCATION

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

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

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

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

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

CONSTRUCTION OPERATIONS

In order to minimize the effect of construction noise on the area surrounding the improvement, the Contractor and his subcontractors shall comply with the following requirements. Any changes to this schedule will not be accepted unless approved by the Engineer.

Cook County

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

• Construction operations shall be confined to the daylight hours between 7:00 AM and 5:00 PM Monday through Saturday. No work of any kind shall be done on Sundays in residential areas unless previously approved by the Engineer. These time restrictions shall not apply to maintenance or operation of safety and traffic control devices such as barricades, signs, and lighting, or to construction of an emergency nature. If the Contractor requires additional time to complete a portion of the work on any given day or if he foresees the need to work extended hours for a number of days to comply with the construction schedule, he must receive the approval of the Engineer.

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

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

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

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

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

• The Village reserves the right to add or delete quantities from any of the items within these contract documents. No extra compensation whatsoever will be allowed.

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

Cook County

CONCRETE BREAKERS

When removing pavement, curb and gutter, shoulder, and/or any other structures the use of any type of concrete breakers that may damage underground public and/or private utilities, will not be permitted.

Under no circumstances will the use of a frost ball be permitted.

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

PRIVATE DECORATIVE MATERIAL

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

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

INSPECTION

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

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

ALTERNATE BID

Bidders are required to provide a unit price for the Alternative Bid of “Segmental Concrete Block Wall” as part of the contract bid documents. The Village reserves the right to select if “Segmental Concrete Block Wall” will be used in place of “Precast Modular Retaining Wall”.

Cook County

TRAFFIC CONTROL PLAN

Effective: September 30, 1985 Revised: January 1, 2007

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

Special attention is called to Article 107.09 of the Standard Specifications and the following Highway Standards, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions and Special Provisions contained herein, relating to traffic control.

The Contractor shall contact the District One Bureau of Traffic at least 72 hours in advance of beginning work.

STANDARDS:

701101-05 OFF-RD OPERATIONS, MULTILANE, LESS THAN 15’ AWAY

701106-02 OFF-RD OPERATIONS, MULTILANE, MORE THAN 15’ AWAY

701421-08 LANE CLOSURE, MULTILANE, DAY OPERATIONS ONLY, FOR SPEEDS > 45 MPH TO

55 MPH

701422-10 LANE CLOSURE, MULTILANE, FOR SPEEDS > 45 MPH TO 55 MPH

701426-09 LANE CLOSURE, MULTILANE, INTERMITTENT OR MOVING OPERATIONS, FOR

SPEEDS > 45 MPH

701801-06 SIDEWALK, CORNER, OR CROSSWALK CLOSURE

701901-08 TRAFFIC CONTROL DEVICES

DETAILS:

TC-10 TRAFFIC CONTROL & PROTECTION FOR SIDE ROADS, INTERSECTIONS, & DRIVEWAYS

TC-22 ARTERIAL ROAD INFORMATION SIGN

TC-26 DRIVEWAY ENTRANCE SIGNING

SPECIAL PROVISIONS:

Maintenance of Roadways – District 1 Public Convenience and Safety – District 1 Temporary Information Signing – District 1 Lights on Barricades (BDE)

Method of Measurement: Traffic Control and Protection shall be measured for payment as Lump Sum, which shall include all labor, materials, and equipment necessary to complete the work described above.

Basis of Payment: Traffic Control and Protection shall be paid for at the contract LUMP SUM price for

TRAFFIC CONTROL AND PROTECTION (SPECIAL).

Cook County

WATER MAIN AND APPURTENANCES

Description:

All water main related work and material shall be completed in accordance with Village of Schaumburg specifications, the Standard Specifications for Water and Sewer Construction in Illinois, latest edition, and latest American Water Works Association (AWWA) specifications. In case of conflict, the more stringent of these requirements shall apply.

Sequence of Water Main Construction:

The Contractor is required to coordinate with the Engineer and with the Village of Schaumburg to establish an acceptable Sequence of Construction for the installation of the proposed water main. The Contractor is required to submit a construction schedule and sequence plan at the time of the pre-construction meeting.

Materials:

1. Ductile Iron Water Main Pipe:

a. Ductile iron pipe shall be CL-52 Ductile Iron Pipe and conform to ANSI/AWWA C151/A21.51. Normal working pressure shall not exceed one hundred fifty (150) psi. Pipe shall be furnished in nominal twenty-foot (20') laying lengths.

b. Ductile iron pipe shall have an external metallic zinc-based coating with finishing layer topcoat applied according to ISO standard 8179-1, latest edition. The mass of the zinc applied shall be 200 g/m2 of pipe surface area. The asphaltic topcoat shall be an average minimum thickness of three (3) mils with a local minimum of not less than two (2) mils. The interior of ductile iron pipe shall be cement mortar lined as specified in ANSI/AWWA C104/A21.4. Each pipe shall have the weight and class designation conspicuously painted on it. In addition, the manufacturer's mark and year in which the pipe was made shall be distinctly cast or stamped on the bell.

2. Ductile Iron Water Main Pipe Joints:

a. Slip Joints: Sections of water main pipe shall be connected by means of slip joints, consisting of bells cast integrally with pipe which have interior angular recesses conforming with the shape and dimensions of a rubber sealing gasket, the interior dimension of which is such that it will admit the insertion of the spigot end of the joining pipe in such manner as to compress the gasket tightly between the bell of the pipe and the inserted spigot, thus securing the gasket and sealing the joint. Such a slip joint shall be any one of the following make or type or its equivalent:

i. Fastite - as supplied by American Ductile Iron Pipe Company.

ii. Tyton - as supplied by the U.S. Pipe and Foundry Company or McWane Ductile.

The lubricant used in conjunction with the slip joints shall be that recommended by the manufacturer.

b. Mechanical Joints: Mechanical joint pipe shall meet the requirements of ANSI/AWWA C111/A21.11.

Bolting materials shall meet the requirements of the manufacturer. All water main fasteners shall be Type 304 stainless steel.

3. Ductile Iron Water Main Fittings: All fittings shall be ductile iron, mechanical joint in accordance with ANSI/AWWA C153/A21.53 and ANSI/AWWA C111/A21.11. Fittings shall be bituminous coated and cement-lined in accordance with ANSI/AWWA C104/A21.4. The working pressure rating shall be 350 psi. All joints between the water main pipe and fitting shall be positively restrained using Megalug Series 1100 retainer glands

Cook County by EBAA Iron (or approved equal), installed using Type 304 Stainless Steel T-bolts and nuts. No screw type application shall be allowed.

4. Polyethylene Encasement: Polywrap shall be installed for all buried water main piping, fittings, and valves as shown on the plans. Encasement of piping shall be V-Bio Enhanced Polywrap polyethylene film in tube or sheet and shall be in accordance with ANSI/AWWA C105/A21.5, suitable for the appropriate diameter water main.

The Contractor shall follow the installation guidelines as set forth in ANSI/AWWA C105/A21.5 and as detailed on the plans.

Construction Requirements:

1. Excavation: The trench shall be excavated so that the water main will have a minimum cover of five and one-half feet (5½'). The trench for the pipe shall be excavated at least twelve inches (12") wider than the external diameter of the pipe and not more than eighteen inches (18") wider than the diameter of the pipe at the top of the pipe.

a. Bell holes of sufficient depth shall be provided across the bottom of the trench to accommodate the bell of the pipe to provide sufficient room for joint making and to ensure uniform bearing for the pipe.

b. Where a firm foundation is not found to exist for the bottom of the trench at the required depth, due to soft, spongy or other unsuitable soil, such unsuitable soil shall be removed for the full width of the trench or tunnel and replaced with well compacted unwashed gravel or an equal substitute therefor, or crushed stone if such compacted material proved unsatisfactory. Where rock in either ledge or boulder formation is encountered, it shall be removed below grade and replaced with a well-compacted cushion of unwashed gravel having a thickness under the pipe of not less than eight inches (8").

c. If the excavation has been made deeper than necessary, the water main shall be laid at the proper depth by installing CA-7 to the correct bedding depth, and no additional cost shall be considered for the additional stone or for subsequent adjustments to fire hydrants, valves, valve vaults or house services.

All excavation materials not needed for backfilling the trenches shall be disposed of by the Contractor.

2. Sheeting and Bracing: Sheeting and bracing shall be per OHSA requirements. While sheeting is being withdrawn, all vacancies shall be carefully filled with sand free from silt, rammed into place, puddled or otherwise firmly compacted.

3. Dewatering Trench: The Contractor shall provide and use effective and satisfactory methods to lower the groundwater table to a safe plane below the bottom of the work. No pipe shall be laid or jointed unless the trench is completely dewatered.

a. Water pumped or drained from the work shall be disposed of in a manner that will not damage adjacent private property, other work construction, street pavements, or other municipal property. No water shall be discharged into sanitary sewers. No water containing settleable solids shall be discharged into storm sewers.

4. Laying Water Main: The Contractor shall keep the trench free from water while the water main is being placed and until the pipe joint has been sealed to the satisfaction of the Engineer.

a. Adequate provision shall be made for safety, storing and protecting all water pipe prior to actual installation in the trench. Care shall be taken to prevent damage to the pipe castings, both inside and out.

Provisions shall be made to keep the inside of the pipe clean throughout its storage period and to keep mud and/or other debris from being deposited therein. All pipe shall be thoroughly cleaned on the inside before laying of the pipe. Proper equipment shall be used for the safe handling, conveying, and laying of

Cook County the pipe. All pipe shall be carefully lowered into the trench, piece by piece, by means of a derrick, ropes, or other suitable tools or equipment, in such manner as to prevent damage to water main materials and protective coatings, linings, and polyethylene encasement. Under no circumstances shall water main materials be dropped or dumped into the trench.

b. In making joints, all portions of the joining materials and the socket and spigot ends of the joining pipe shall be wiped clean of all foreign materials. The actual assembly of the jointing shall be in accordance with the manufacturer's installation instructions and/or directed in writing by the Engineer. During construction, until jointing operations are complete, the open ends of all pipes shall be protected and sealed with temporary watertight plugs at all times.

5. Pipe Cutting: The cutting of pipe for inserting valves, fittings or closure pieces shall be done in a neat and workmanlike manner without damage to cement lining and leaving a smooth end at right angles to the axis of the pipe.

a. When machine cutting is not available for cutting pipe twenty inches (20") in diameter or larger, the electric arc cutting method will be permitted, using a carbon or steel rod. Only qualified and experienced workmen shall be used on this work.

b. The flame cutting of pipe by means of an oxyacetylene torch shall not be allowed.

6. Backfilling: The Contractor shall not backfill above the top of the pipe, until grade, alignment and the pipe joints have been made available for checking by the Engineer.

a. Unless otherwise directed, all trenches and excavations shall be backfilled as soon as possible, and the work shall be prosecuted expeditiously after it has commenced.

b. As soon as it is laid, all pipe shall have the space between the pipe and the bottom and sides of the trench packed full of clean, dry bedding material by hand and shall be thoroughly tamped with a shovel, hoe, or light tamper, as fast as placed up to the spring line of the pipe.

c. The filling shall be carried up evenly on both sides. Care shall be taken that no rock, frozen material, or other hard substances are placed in contact with the pipe. The pipe shall then be covered at least twelve inches (12") with clean, dry material.

d. The remainder of the trench shall be backfilled by using the material originally excavated from the ditch (except for conditions hereinafter defined) to a height slightly above the original elevation of the ground.

e. Pipe constructed in open cut trenches across or within two feet (2') of any existing or proposed pavement, curb, driveway, or sidewalk, shall be backfilled to subgrade with CA-6 gravel tamped in twelve-inch (12") lifts into place.