Illinois State Toll Highway Authority Contract No. I-26-2038 Addendum 2 Page 1 of 2 5/8/2026

ADDENDUM NO. 2

TO

CONTRACT REQUIREMENTS

FOR CONTRACT I-26-2038

ILLINOIS STATE TOLL HIGHWAY AUTHORITY

Date: 5/8/2026

For which bids will be received by the Illinois State Toll Highway Authority through electronic bidding via BidBuy until 10:30:00 A.M. local time, May 19, 2026

NOTICE OF REVISION TO CONTRACT

NOTES:

1. The following revised Special Provision pages are included in the Contract with this Addendum: vR, J-43R, and D1- 6R.

2. The following new Special Provision pages are included in the Contract with this Addendum: D1-13A, and D1-13B.

3. The following revised Contract Drawings are included in this Addendum:

Volume 1- Drawings 108 and 112

Illinois State Toll Highway Authority Contract No. I-26-2038 Addendum 2 Page 2 of 2 5/8/2026

CHANGES TO THE CONTRACT REQUIREMENTS

CHANGES TO THE CONTRACT SPECIAL PROVISIONS

Change #1 Contract Requirements, Volume II and Volume III, replaced page v with page vR. These replacements contain the following revisions (attached):

1.1. Revised to add additional special provisions to table of contents.

Change #2 Contract Requirements, Volume II, replace page J-43 with page J-43R. These replacements contain the following revisions (attached):

2.1. Revised to add additional special provisions to summary.

Change #3 Contract Requirements, Volume III, replace page D1-6 with page D1-6R. These replacements contain the following revisions (attached):

3.1. Revised to add additional special provisions to summary.

Change #4 Contract Requirements, Volume III, add the following Special Provision page D1-13A. This addition contain the following revisions (attached):

4.1. Added special provision Maintenance of Roadways.

Change #5 Contract Requirements, Volume III, add the following Special Provision page D1-13B. This addition contain the following revisions (attached):

5.1. Added special provision Failure to Open Traffic Lanes to Traffic.

CHANGES TO THE CONTRACT DRAWINGS

Change #6 Contract Plans, Volume 1, Drawing 108. Maintenance of Traffic General Notes. This drawing contains the following revisions (attached):

6.1. Revised notes in section: Traffic Control and Protection Along IDOT and Other Agencies Roadways.

Change #7 Contract Plans, Volume 1, Drawing 112. Maintenance of Traffic Application. This drawing contains the following revisions (attached):

7.1. Revised summary table of applicable IDOT traffic control standards to be used.

END OF ADDENDUM CHANGES

Contract I-26-2038 Addendum 2 vR May 8, 2026

RECURRING SPECIAL PROVISIONS…………………………………… ............... RECURRING-1

TRAFFIC CONTROL AND PROTECTION (EXPRESSWAYS) (D1)………………………… .D1-1

TRAFFIC CONTROL PLAN (D1)…………………………………………………………………..D1-5

PUBLIC CONVENIENCE AND SAFETY (D1)……………………………………………………D1-7

KEEPING THE EXPRESSWAY OPEN TO TRAFFIC (D1)……………………………………..D1-8

TRAFFIC CONTROL FOR WORK ZONE AREAS (D1)……………………………………….D1-11

SPEED DISPLAY TRAILER (D1)……………………………………………………………….. D1-12

MAINTENANCE OF ROADWAYS (D1)………………………………………………………… D1-13A

FAILURE TO OPEN TRAFFIC LANES TO TRAFFIC (D1)………………………………….. D1-13B

VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE)……………………………………BDE-1

WORK ZONE TRAFFIC CONTROL DEVICES (BDE)………………………………………..BDE-2

Addendum 2 J-43R May 8, 2026

JURISDICTION LIMITS- NON-TOLLWAY

Description. The following special provisions of this contract are restricted in application to non-Tollway jurisdiction. Any references to locations that are within the project limits, whether stated or implied within the following special provisions, shall be modified to exclude the Tollway's jurisdiction as shown in the plans, unless otherwise directed by the Engineer.

Vehicle and Equipment Warning Lights (BDE) Work Zone Traffic Control Devices (BDE) Traffic Control and Protection (Expressways) (D1) Traffic Control Plan (D1) Public Convenience and Safety (D1) Keeping the Expressway Open to Traffic (D1) Traffic Control for Work Zone Areas (D1) Speed Display Trailer (D1) Maintenance of Roadways (D1) Failure to Open Traffic Lanes to Traffic (D1)

Addendum 2 D1-6R May 8, 2026

DETAILS:

TC-08 ENTRANCE AND EXIT RAMP CLOSURE DETAILS

TC-09 TRAFFIC CONTROL DETAILS FOR FREEWAY SINGLE & MULTI-LANE

WEAVE

TC-10 TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS,

INTERSECTIONS, AND DRIVEWAYS

TC-17 TRAFFIC CONTROL DETAILS FOR FREEWAY SHOULDE CLOSURES

AND PARTIAL RAMP CLOSURES

BUREAU OF DESIGN AND ENVIRONMENT SPECIAL PROVISIONS:

VEHICLE AND EQUIPMENT WARNING LIGHTS

WORK ZONE TRAFFIC CONTROL DEVICES

DISTRICT ONE BUREAU OF DESIGN SPECIAL PROVISIONS:

MAINTENANCE OF ROADWAYS

PUBLIC CONVENIENCE AND SAFETY

TRAFFIC CONTROL PLAN

DISTRICT ONE BUREAU OF TRAFFIC SPECIAL PROVISIONS:

KEEPING THE EXPRESSWAY OPEN TO TRAFFIC

FAILURE TO OPEN TRAFFIC LANES TO TRAFFIC

TRAFFIC CONTROL FOR WORK ZONE AREAS

TRAFFIC CONTROL AND PROTECTION (EXPRESSWAYS)

TRAFFIC CONTROL AND PROTECTION (SPECIAL)

SPEED DISPLAY TRAILER (D1)

Addendum 2 D1-13A May 8, 2026

MAINTENANCE OF ROADWAYS (D1)

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.

Addendum 2 D1-13B May 8, 2026

FAILURE TO OPEN TRAFFIC LANES TO TRAFFIC (D1)

Effective: March 22, 1996 Revised: February 9, 2005

Should the Contractor fail to completely open and keep open all the traffic lanes to traffic in accordance with the limitations specified under the Special Provisions for "Keeping the Expressway Open to Traffic", the Contractor shall be liable to the Department for the amount of:

One lane or ramp blocked = $3,000

Two lanes blocked = $5,000

Not as a penalty but as liquidated and ascertained damages for each and every 15 minute interval or a portion thereof that a lane is blocked outside the allowable time limitations. Such damages may be deducted by the Department from any monies due the Contractor. These damages shall apply during the contract time and during any extensions of the contract time.BE SURE TO READ ANNOTATIONS BEFORE COMPLETING: Designer is to calculate amount per 15 minutes based on Traffic Volumes. May also need amount for 2 or more lanes blocked. See applicable spreadsheet, contact Design

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DRAWN BY

CHECKED BY

DATE

DATE

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

I L L I N O I S 6 0 5 1 5

D O W N E R S G R O V E, 2 7 0 0 O G D E N A V E N U E

NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

OF

DRAWING NO.

VVR

TJB 809

I-26-2038

MAINTENANCE OF TRAFFIC GENERAL NOTES

SEQUENCE OF CONSTRUCTION AND MAINTENANCE OF TRAFFIC :

TEMPORARY ITS REMOVAL 95TH ST TO WOLF RD.15.

PUNCHLIST.14.

ITS INTERAGTION & TESTING.13.

ATM GANTRIES INSTALL. 12.

WINTER SHUT DOWN 2027-2028.11.

DMS.10.

PLAZA ELECTRICAL WORK.9.

IPDC ELECTRICAL WORK.8.

7. POWER CONDUCTERS.

6. ITS DEVICES.

5. FOC.

ATM GANTRIES REMOVAL & INSTALL.4.

WINTERSHUT DOWN 2026-2027.3.

TEMPORARY ITS REMOVAL WOLF RD TO BALMORAL AVE.2.

PROOFING CONDUIT.1.

SEQUENCE OF CONSTRUCTION:

ON I-294SB M.P 33.5-ATM294SG56

ON I-294NB M.P 33.5-ATM294NG55

ON I-294SB M.P 32.9-ATM294SG54

ON I-294NB M.P 32.9-ATM294NG53

ON I-294SB M.P 32.6-ATM294SG52

ON I-294NB M.P 32.5-ATM294NG51

ON I-294SB M.P 32.1-ATM294SG50

ON I-294NB M.P 32.1-ATM294NG49

ON I-294SB M.P 31.5-ATM294SG48

ON I-294NB M.P 31.5-ATM294NG47

ON I-294NB M.P 31-ATM294NG45

ON I-294SB M.P 30.9-ATM294SG46

TJB

MOT-01

108 809

05/08/2026

GENERAL NOTES

MAINTENANCE OF TRAFFIC

GENERAL NOTESGENERAL NOTESGENERAL NOTES

AND SHALL NOT INCLUDE WEEKENDS OR HOLIDAYS.

NOTIFICATION IS CALCULATED BASED ON THE WORKWEEK OF MONDAY THROUGH FRIDAY

CLOSURES ON ALL FREEWAYS AND/OR EXPRESSWAYS IN DISTRICT ONE. THIS ADVANCE

AND SHOULDER CLOSURES AND 7 DAYS IN ADVANCE OF ALL PERMANENT AND WEEKEND

WWW.IDOTLCS.COM TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL DAILY LANE, RAMP

OF TRANSPORTATION'S EXPRESSWAY TRAFFIC OPERATIONS ENGINEER AT

6. THE CONTRACTOR SHALL REQUEST AND GAIN APPROVAL FROM THE ILLINOIS DEPARTMENT

IN ADVANCE OF BEGINNING THE WORK.

(CARLOS.MUNOZ@ILLINOIS.GOV), OR THAT PERTINENT AGENCY, A MINIMUM OF 72 HOURS

DISTRICT 1 TRAFFIC SUPERVISOR, THE IDOT EXPRESSWAY TRAFFIC CONTROL SUPERVISOR

CLOSURES ALONG AN IDOT ROADWAY, THE CONTRACTOR SHALL CONTACT THE IDOT

ADJACENT TO IDOT'S AND OTHER AGENCIES RIGHT-OF-WAY, INCLUDING ANY LANE

5. FOR THE ABOVE OPERATION AND ANY OTHER OPERATION THAT REQUIRES WORK ON OR

CONTROL STANDARDS.

AM TO 3:00 PM FOLLOWING THE APPLICABLE IDOT AND IDOT-DISTRICT 1 TRAFFIC

LANE OPEN FOR TRAFFIC, THAT ACTIVITY SHALL BE DONE WITHIN THE HOURS OF 9:00

FOR ALL TRAFFIC AT ALL TIMES. IF ANY ACTIVITY REQUIRES ENCROACHMENTS INTO THE

4. DURING CONSTRUCTION ALONG IDOT ROADWAYS, THE ROADWAYS SHALL REMAIN OPEN

STANDARDS FOR TRAFFIC CONTROL DEVICES AND SIGNAGE.

REPLACE THE TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF IDOT DISTRICT 1

PROPOSED IMPROVEMENTS ALONG IDOT OR LOCAL ROUTES, THE CONTRACTOR SHALL

3. IF ANY EXISTING SIGN(S) IS/ARE DAMAGED DUE TO THE CONSTRUCTION OF THE

ONLY

2. REFER MOT-08 TO MOT-11 DISTRICT 1 STANDARDS FOR CLOSURE ON IDOT ROADWAYS

07 APPLICABLE IDOT TRAFFIC CONTROL STANDARDS.

SHALL PROVIDE LANE OR SHOULDER CLOSURES AS INDICATED ON SHEET MOT-6 TO MOT-

IDOT, COUNTY, OR LOCAL ROUTES THROUGH EXISTING CONDUIT, THE CONTRACTOR

1. AT LOCATIONS WHERE PROPOSED FIBER OPTIC CABLE AND POWER CABLES CROSSES

TRAFFIC CONTROL AND PROTECTION ALONG IDOT AND OTHER AGENCIES ROADWAYS:

FOR SUGGESTED CLOSURES.

REQUIRED TO CLOSE A TRAFFIC LANE TO PERFORM THE WORK. SEE MOT-02 TO MOT-08

ENCROACHES WITHIN 3 FEET OF THE TRAVELLED WAY THEN THE CONTRACTOR SHALL BE

TRAVELLED WAY. IN LOCATIONS WHERE THE CONTRACTOR'S EQUIPMENT/WORK

DISTANCE OF MORE THAN 3 FEET AND LESS THAN 15 FEET FROM THE EDGE OF

CLOSURES PER ILLINOIS TOLLWAY STANDARD E3 WHEN PERFORMING WORK AT A

POWER CABLES ALONG THE MAINLINE OF I-294 CAN BE ACCOMPLISHED USING SHOULDER

1.INSTALLATION OF PROPOSED ITS POLES, ITS EQUIPMENT, AND PROPOSED FIBER OPTIC AND

MAINTENANCE OF TRAFFIC ALONG THE ILLINOIS TOLLWAY:

FULL STOPPAGES REQUIRED DURING DMS TRUSS AND ATM GANTRY REMOVAL AND INSTALLATION AT THE FOLLOWING LOCATIONS:

STOPPAGES SHALL BE LIMITED TO SUNDAY THRU THURSDAY NIGHTS AND SHALL NOT TAKE PLACE ON FRIDAY OR SATURDAY NIGHT.

COORDINATION WITH ILLINOIS STATE POLICE IS REQUIRED FOR FULL TEMPORARY TRAFFIC STOPPAGES. FULL TEMPORARY TRAFFIC

- SINGLE MODE FIBER OPTIC CABLE REMOVAL, SALVAGE (JT160225)

- SINGLE MODE FIBER OPTIC CABLE REMOVAL, NO SALVAGE (JT160226)

- REMOVE AERIAL CABLE (X8951011)

- DYNAMIC MESSAGE SIGN-TYPE 1(REMOVE ONLY AND INSTALL ONLY) (JT132040)

- ITS GANTRY FRAME (STEEL), SINGLE SPAN (REMOVE ONLY) (JT740220)

- ITS GANTRY FRAME (STEEL), SINGLE SPAN (INSTALL ONLY) (JT740200)

- ITS GANTRY FRAME (STEEL), SPANS GREATER THAN 130' AND LESS THAN OR EQUAL TO 150' (JS740150)

- ITS GANTRY FRAME (STEEL), SPANS GREATER THAN 110' AND LESS THAN OR EQUAL TO 130' (JS740130)

- ITS GANTRY FRAME (STEEL), SPANS LESS THAN OR EQUAL TO 110' (JS740110)

THE FOLLOWING IS A LIST OF PAY ITEMS FOR WHICH FULL TEMPORARY TRAFFIC STOPPAGES WILL BE REQUIRED:15.

CONTRACTOR SHALL NOT PARK VEHICLES OR EQUIPMENT ON RAMP SHOULDERS FOR WORK IN THE IN-FIELD AREAS.14.

CONTRACTOR SHALL MAKE MEDIAN TURNAROUND LOCATIONS ACCESSIBLE TO ALL AUTHORIZED VEHICLES AT ALL TIMES.13.

SPECIFICATIONS AND SHALL REMAIN VISIBLE DURING ALL STAGES OF CONSTRUCTION.

MAINTAINED BY THE CONTRACTOR. THE TRAFFIC CONTROL DEVICES SHALL MEET THE REQUIREMENTS OF THE STANDARD

ALL TRAFFIC CONTROL DEVICES REQUIRED TO PROVIDE MAINTENANCE OF TRAFFIC DURING CONSTRUCTION SHALL BE PROVIDED AND 12.

BY CONTRACTOR BEFORE INSTALLATION TO MEET ACTUAL FIELD CONDITIONS.

SIGNS ARE TO BE INSTALLED PER MUTCD GUIDELINES. TYPE OF SIGN SUPPORT AND POST LENGTH TO BE DETERMINED AND VERIFIED 11.

THE NEGLIGENCE ON THE PART OF THE CONTRACTOR IN ADHERING TO THIS DIRECTIVE.

WEIGHTED FOR EXISTING WIND CONDITIONS. THE TOLLWAY AND CONSTRUCTION MANAGER (CM)) SHALL BE HELD HARMLESS FOR

OPERATION. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THE SUPPORT SIGN BASES ARE PROPERLY

- ALL SIGNS SHALL BE POST MOUNTED UNLESS THE SIGNS ARE LOCATED ON THE PAVEMENT OR DEFINE A MOVING INTERMITTENT

- ALL SIGNS SHALL BE BOLTED TO SIGN SUPPORTS UNLESS OTHERWISE NOTED.

COMPLETED. THIS WORK SHALL BE INCIDENTAL TO THE MAINTENANCE OF TRAFFIC PAY ITEM (JS701010).

- THE CONTRACTOR SHALL RETURN ALL SIGNS FURNISHED BY THE TOLLWAY TO THE TOLLWAY'S SIGN SHOP AFTER WORK IS

- ALL SIGNS FURNISHED BY THE TOLLWAY SHALL BE OBTAINED BY THE CONTRACTOR FROM THE TOLLWAY'S SIGN SHOP.

BY THE CONTRACTOR'S WORK FORCE OR BY SUBCONTRACTORS DURING RELOCATION OR CONSTRUCTION OPERATIONS.

- THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ANY SIGNS THAT ARE SUPPLIED BY OTHERS AND DAMAGED

- THE CONTRACTOR SHALL FURNISH ALL STANDARDS SIGNS.

THE FOLLOWING SHALL APPLY TO CONSTRUCTION SIGNS:10.

OR MASH.TEST LEVEL 3 AND SHALL BE APPROVED BY THE ENGINEER.

ALL SIGN ASSEMBLIES SHALL BE CERTIFIED BY THE CONTRACTOR AS MEETING THE APPLICABLE REQUIREMENTS OF NCHRP REPORT 350 9.

FOR DETAILS OF TOLLWAY STANDARD TEMPORARY GORES, SEE TOLLWAY STANDARD E5.8.

FOR DETAILS OF TOLLWAY STANDARD LANE AND SHOULDER CLOSURES, SEE TOLLWAY STANDARD E2 AND E3.7.

FOR DETAILS OF TOLLWAY STANDARD CONSTRUCTION SIGNS, SEE TOLLWAY STANDARD E1.6.

PAY ITEM (JS701010) UNLESS OTHERWISE NOTED.

SIGNS AFTER CONSTRUCTION IS COMPLETED AND THERE ARE NO CONFLICTS. THIS COST IS COVERED IN THE MAINTENANCE OF TRAFFIC

ENGINEER FOR THE DURATION OF THE CONSTRUCTION. THE CONTRACTOR SHALL UNCOVER EXISTING SIGNS OR REINSTALL EXISTING

THE CONTRACTOR SHALL COVER AND MAINTAIN IN PLACE OR REMOVE ALL CONFLICTING EXISTING SIGNS AS DIRECTED BY THE 5.

DELINEATE THE TRAVELING LANES.

NO TEMPORARY PAVEMENT MARKINGS WILL BE USED FOR OFF-PEAK MAINTENANCE OF TRAFFIC, BARRICADES/DRUMS WILL BE USED TO 4.

DETAIL SHEETS.

MAXIMUM OF 50' CENTER TO CENTER ALONG I-294 AND 25' CENTER TO CENTER AT ALL RAMPS UNLESS OTHERWISE DENOTED IN THE

TO THE EDGE OF TRAVELED WAY SHALL BE EQUIPPED WITH MONO- DIRECTIONAL STEADY BURNING LIGHTS. DRUM SPACING SHALL BE A

ALL TRAFFIC CONTROL DEVICES INCLUDED, BUT NOT LIMITED TO DRUMS, VERTICAL PANELS, AND BARRICADES IMMEDIATELY ADJACENT 3.

INCLUDED IN THE CONTRACT UNIT PRICE OF THE MAINTENANCE OF TRAFFIC ITEM. NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

ADJUSTMENTS AS DIRECTED BY THE ENGINEER WITHOUT DELAY. COMPLIANCE WITH THIS REQUIREMENT SHALL BE CONSIDERED

OR REMOVE LANE CLOSURES OR CHANNELIZATION DURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE THE NECESSARY

TRAFFIC CONDITIONS, CRASHES, AND OTHER UNFORESEEN EMERGENCY CONDITIONS MAY REQUIRE THE ENGINEER TO RESTRICT, MODIFY 2.

PHASES AND ANY IMMEDIATE CHANGES THAT ARE NECESSARY.

ENGINEER, WITH REPRESENTATIVES OF THE TOLLWAY AND CONTRACTOR TO ASCERTAIN THE EXACT SCHEDULING OF THE TRAFFIC

PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO ATTEND A MEETING, ARRANGED BY THE 1.

ON I-294NB M.P 24.7-ATM294NG23

ON I-294SB M.P 24.3-ATM294SG22

ON I-294NB M.P 24.2-ATM294NG21

ON I-294SB M.P 23.7-ATM294SG20

ON I-294NB M.P 23.7-ATM294NG19

ON I-294NB M.P 23.3-ATM294NG18

ON I-294SB M.P 23.4-ATM294SG17

ON I-294NB M.P 22.7-ATM294NG16

ON I-294SB M.P 22.8-ATM294SG15

ON I-294NB M.P 22.2-ATM294SG14

ON I-294NB M.P 22.2-ATM294NG13

ON I-294SB M.P 21.1-ATM294SG12

ON I-294NB M.P 21-ATM294NG11

ON I-294SB M.P 20.3-ATM294SG10

ON I-294SB M.P 20.3-ATM294NG09

ON I-294NB M.P 19.5-ATM294NG08

ON I-294SB M.P 19.7-ATM294SG07

ON I-294SB M.P 18.9-ATM294SG06

ON I-294NB M.P 18.9-ATM294NG05

ON I-294SB M.P 18.5-ATM294SG04

ON I-294NB M.P 18.5-ATM294NG03

ON I-294SB M.P 18.1-ATM294SG02

ON I-294NB M.P 18.1-ATM294NG01

ON I-294SB M.P 30.5-ATM294SG44

ON I-294NB M.P 30.3-ATM294NG43

ON I-294SB M.P 29.4-ATM294SG42

ON I-294NB M.P 29.3-ATM294NG41

ON I-294SB M.P 29.1-DMS294S29

ON I-294SB M.P 28.9-ATM294SG40

ON I-294NB M.P 28.9-ATM294NG39

ON I-294SB M.P 28.3-ATM294SG38

ON I-294NB M.P 28.3-ATM294NG37

ON I-294SB M.P 27.7-ATM294SG36

ON I-294NB M.P 27.5-ATM294NG35

ON I-294SB M.P 27.2-ATM294SG34

ON I-294NB M.P 27.2-ATM294NG33

ON I-294SB M.P 26.8-ATM294SG32

ON I-294NB M.P 26.7-ATM294NG31

ON I-294SB M.P 26.4-ATM294NG29

ON I-294NB M.P 26.2-ATM294SG30

ON I-294NB M.P 26.1-DMS294N26

ON I-294SB M.P 25.8-ATM294SG28

ON I-294SB M.P 25.8-ATM294NG27

ON I-294SB M.P 25.1-ATM294SG26

ON I-294NB M.P 25.1-ATM294NG25

ON I-294SB M.P 24.7-ATM294SG24

FULL STOPPAGES REQUIRED DURING REMOVAL OF AERIAL CABLE AT THE FOLLOWING LOCATIONS:

STOPPAGES SHALL BE LIMITED TO SUNDAY THRU THURSDAY NIGHTS AND SHALL NOT TAKE PLACE ON FRIDAY OR SATURDAY NIGHT.

COORDINATION WITH ILLINOIS STATE POLICE IS REQUIRED FOR FULL TEMPORARY TRAFFIC STOPPAGES. FULL TEMPORARY TRAFFIC

-AERIAL CABLE ACROSS LAWRENCE AVE & 25TH AVE (IDOT).

-AERIAL CABLE ACROSS SB TO IRVING PARK ROAD EXIT RAMP (ILLINOIS TOLLWAY).

-AERIAL CABLE ACROSS IRVING PARK ROAD, WEST OF I-294 (IDOT).

-AERIAL CABLE ACROSS IRVING PARK ROAD, EAST OF I-294 (IDOT).

-AERIAL CABLE ACROSS WOLF ROAD (COOK COUNTY).

-AERIAL CABLE ACROSS WB I-88 TO WB ROOSEVELT ROAD (RAMP-C) (IDOT).

-AERIAL CABLE ACROSS EB ROOSEVELT ROAD TO EB I-88 (RAMP-A) (IDOT).

-AERIAL CABLE ACROSS WB ROOSEVELT ROAD TO SB I-294 (RAMP-C) (ILLINOIS TOLLWAY).

-AERIAL CABLE ACROSS ROOSEVELT ROAD (IDOT).

-AERIAL CABLE ACROSS EB ROOSEVELT ROAD TO SB I-294 RAMP (ILLINOIS TOLLWAY).

-AERAIL CABLE ACROSS MAINLINE STA 1507+00 (ILLINOIS TOLLWAY).

-AERAIL CABLE ACROSS MAINLINE STA 1446+00 (ILLINOIS TOLLWAY).

-AERAIL CABLE ACROSS EB OGDEN AVE TO SB I-294 (RAMP H) (ILLINOIS TOLLWAY).

2 05/08/2026 ADDENDUM NO.2

Lakeside

ENGINEERS

MAINTENANCE OF TRAFFIC

MOT-05

112TJB 05/08/2026 809

APPLICATION

NOTE:

* INCLUDED IN PLANS AS MOT-11

05/05/2026 ADDENDUM NO.1

2 05/08/2026 ADDENDUM NO.2

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DRAWN BY

CHECKED BY

DATE

DATE

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

I L L I N O I S 6 0 5 1 5

D O W N E R S G R O V E, 2 7 0 0 O G D E N A V E N U E

NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

OF

DRAWING NO.

TJB 809

I-26-2038

Lakeside

ENGINEERS