I-25-2014_AddendumNo. 3_07112025.pdf

Illinois State Toll Highway Authority Contract No. I-25-2014 Addendum No. 3 Page 1 of 4 7/11/2025

ADDENDUM NO. 3

TO

CONTRACT REQUIREMENTS

FOR CONTRACT I-25-2014

ILLINOIS STATE TOLL HIGHWAY AUTHORITY

Date: 7/11/2025

For which proposals will be received by the Illinois State Toll Highway Authority through electronic bidding via BidBuy until 10:30:00 A.M. local time, July 18, 2025

NOTICE OF REVISION TO CONTRACT

NOTES:

1. The dates revised in Contract bond agreement for time of performance and contract expiration date. The Bidder’s attention is called to pages T-2R which have been revised and included as part of this addendum.

2. A complete set of schedule of prices is included with this Addendum and must be inserted into the Contract Bid by the Bidder. The Bidders attention is called to pages P-5R, P-8R and P-11R, which have been revised and included as part of the schedule of prices.

3. The following revised Special Provision pages are included in the Contract with this Addendum: iiR and J-390R.

4. The following new Special Provision pages are included in the Contract with this Addendum: J-36A thru J-36D.

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

Volume 1 – Drawings 47, 49 thru 52, 55 thru 60, 99 thru 102 of 230.

6. Revised Contract Drawings 5 of 230 will be issued to the successful Bidder. The revised drawings will reflect the quantity changes shown in the “Summary of Revisions to Pay Item Quantities” table included in this addendum.

7. Responses to Request for Information received from the Plan Holders are included in this Addendum.

Addendum No. 3 Page 2 of 4 7/11/2025

CHANGES TO THE CONTRACT REQUIREMENTS

CHANGES TO THE ADVERTISEMENT FOR SEALED BID

Change #1 Contract Requirements, Volume I, Advertisement, replace page T-2 with page T-2R (attached). This replacement contains the following revision:

1.1. Revised the Time of performance date from April 12, 2027, to May 10, 2027.

1.2. Revised the Contract expiration date from April 12, 2029, to May 10, 2029.

CHANGES TO THE SCHEDULE OF PRICES

SUMMARY OF REVISIONS TO PAY ITEMS QUANTITIES

SP.

PROV.

PAY ITEM

NO.

DESCRIPTION UNIT

ORIGINAL

QUANTITY

CHANGE

NEW

QUANTITY

* 20100210 TREE REMOVAL (OVER 15 UNITS DIAMETER) UNIT 0 120 120

* X0327039 TEMPORARY ACCESS ROAD (SPECIAL) L SUM 0 1 1

** JS664305 RIGHT-OF-WAY FENCE, TYPE 1, 6’ FOOT 0 100 100

** JS664400 RIGHT-OF-WAY FENCE REMOVAL FOOT 0 100 100

* JT154032 CONTRACT ALLOWANCE FOR ADDITIONAL ITS WORK UNIT 100,000 200,000 300,000

* JT817760

INSTALL ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE

USE) 1/C 250MCM

FOOT 23,500 -23,500 0

* Denotes Special Provision

Change #2 Contract Requirements, Volume I, page P-5, P-8 and P-11 replaced with page P-5R, P-8R and P-11R.

This replacement contains the following revisions (attached):

2.1. Quantities updated for pay items JT154032 and JT817760.

2.2. Payitem added 20100210, X0327039, JS664305, and JS664400.

2.3. Revised unit price for pay item JT155001.

2.4. Revised Total amount of contingency work + Contractor’s Quality Program (CQP).

CHANGES TO THE CONTRACT SPECIAL PROVISIONS

Change #3 Contract Requirements, Volume II, replace page iiR with page iiRR. This replacement contains the following revisions (attached):

3.1. S.P added TREE AND STUMP REMOVAL (Illinois Tollway),

3.2. S.P added TEMPORARY ACCESS ROAD (SPECIAL)

Change #4 Contract Requirements, Volume II, added pages J-36A thru J-36D. This replacement contains the following revisions (attached):

4.1. New special provision pages listed in the Notice to Revision on Contract J-36A thru J-36D.

Change #5 Contract Requirements, Volume II, replace page J-390 with page J-390R. This replacement contains the following revisions (attached):

5.1. Revised S.P to remove pay item JT817760 from INSTALL ELECTRIC CABLE IN CONDUIT special provision.

Addendum No. 3 Page 3 of 4 7/11/2025

CHANGES TO THE CONTRACT DRAWINGS

Change #6 Contract Plans, Volume 1, Drawing 5. SUMMARY OF QUANTITIES. This drawing contains the following revisions and will be issued to the successful bidder:

6.1. Quantities updated for pay items JT154032 and JT817760.

6.2. Payitem added 20100210, X0327039, JS664305, and JS664400.

Change #7 Contract Plans, Volume 1, Drawing 47. ATM & DMS SCHEDULE This drawing contains the following revisions (attached):

7.1. Revised Sheet. Power feed changes from IPDC-15 to IPDC-14.

Change #8 Contract Plans, Volume 1, Drawing 49. ITS PROPOSED PLAN This drawing contains the following

8.1. Revised Sheet. Power tag K10 deleted.

Change #9 Contract Plans, Volume 1, Drawing 50. ITS PROPOSED PLAN This drawing contains the following

9.1. Revised Sheet. Power tag K10 deleted.

Change #10 Contract Plans, Volume 1, Drawing 51. ITS PROPOSED PLAN This drawing contains the following

10.1. Revised Sheet. Power tag K10 deleted.

Change #11 Contract Plans, Volume 1, Drawing 52. ITS PROPOSED PLAN This drawing contains the following

11.1. Revised Sheet. Power tag K10 deleted.

Change #12 Contract Plans, Volume 1, Drawing 55. ITS PROPOSED PLAN This drawing contains the following

12.1. Revised Sheet. Power tag K10 deleted.

12.2. ATM cabinet is shown.

Change #13 Contract Plans, Volume 1, Drawing 56. ITS PROPOSED PLAN This drawing contains the following

13.1. Revised Sheet. Power tag K10 deleted.

Change #14 Contract Plans, Volume 1, Drawing 57. ITS PROPOSED PLAN This drawing contains the following

14.1. Revised Sheet. Power tag K10 deleted.

Change #15 Contract Plans, Volume 1, Drawing 58. ITS PROPOSED PLAN This drawing contains the following

15.1. Revised Sheet. Power tag K10 deleted.

Change #16 Contract Plans, Volume 1, Drawing 59. ITS PROPOSED PLAN This drawing contains the following

16.1. Revised Sheet. Power tag K10 deleted.

16.2. ATM cabinet is shown

Addendum No. 3 Page 4 of 4 7/11/2025

Change #17 Contract Plans, Volume 1, Drawing 60. ITS PROPOSED PLAN This drawing contains the following

17.1. Revised Sheet. Power tag K10 deleted.

Change #18 Contract Plans, Volume 1, Drawing 99. SYSTEM SCHEMATIC DIAGRAM. This drawing contains the

18.1. Revised Sheet. Power tag K10 deleted.

18.2. SB side ATM cabinets deleted.

Change #19 Contract Plans, Volume 1, Drawing 100. SYSTEM SCHEMATIC DIAGRAM. This drawing contains the

19.1. Revised Sheet. Power tag K10 deleted.

19.2. SB side ATM cabinet deleted.

Change #20 Contract Plans, Volume 1, Drawing 101. SYSTEM SCHEMATIC DIAGRAM. This drawing contains the

20.1. Revised Sheet. Power tag K10 deleted.

20.2. NB side ATM cabinet deleted.

Change #21 Contract Plans, Volume 1, Drawing 102. SYSTEM SCHEMATIC DIAGRAM. This drawing contains the

21.1. Revised Sheet. Power tag K10 deleted.

21.2. NB side ATM cabinet deleted.

END OF ADDENDUM CHANGES

T-2

CONTRACT NO: I-25-2014

CONTRACT BOND AGREEMENT

The contractor shall simultaneously herewith furnish and deliver to the Tollway a Performance Bond, agreeing to perform the work in accordance with all of the provisions of the contract, as in said Performance Bond provided, and a Payment Bond, agreeing to pay not less than prevailing wages for the work to be performed in accordance with the contract and the laws of the State of Illinois and agreeing to pay all sums of money due for any labor, materials, apparatus, fixtures or machinery and transportation with respect thereto, as in said Payment Bond provided, each dated the same date as this Agreement, in the forms prescribed by the Tollway, and each in an amount equal to the contract price with a corporate surety or sureties acceptable to the Tollway authorized to do business in the State of Illinois.

The contractor agrees that said Bonds shall be maintained in full force and effect until final acceptance of the work by the Tollway and thereafter, as provided in Article 103.05 of the Tollway Supplemental Specifications.

The contractor agrees and will cause the surety to agree to be bound by each and every provision of all of the contract documents.

If any surety upon any bond furnished in connection with this contract becomes unacceptable to the Tollway, or if any such surety fails to furnish reports as to its financial condition from time to time as requested by the Tollway, the contractor shall promptly furnish such additional security as may be required from time to time to protect the interests of the Tollway and all persons supplying labor or materials in the prosecution of the work contemplated by this contract.

In the event the surety shall make any assignment for the benefit of creditors or commit any act of bankruptcy, or if it shall be declared bankrupt, or if it shall file a voluntary petition in bankruptcy, or shall in the opinion of the Tollway be insolvent, the Contractor agrees forthwith upon request of the Tollway to furnish and maintain other corporate surety with respect to said Bonds satisfactory to the Tollway.

DEFINITIONS

As used in this Agreement, the terms set forth shall have the meanings attributed to them in the Tollway Supplemental Specifications for The Illinois State Toll Highway Authority issued by the Tollway.

TIME OF PERFORMANCE

The duration of this contract shall commence upon the work commencement date identified in the Notice to Proceed letter and shall continue until in accordance with the contract book schedule.

CONTRACT EXPIRATION DATE

The contract expiration date is two (2) years from the contract completion date. Based on the completion date stated in the contract at the time of award the contract expiration date is

This contract maybe renewed for two (2) additional one (1) year terms or one (1) additional two (2) year term, the length of any renewal is to be determined and agreed upon by the Parties.

R

May 10, 2027, May 10, 2029.

S.P.

PAY ITEM

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

** 20100210 TREE REMOVAL (OVER 15 UNITS DIAMETER) UNIT 120

* 66900530 SOIL DISPOSAL ANALYSIS EACH 3

* X0327039 TEMPORARY ACCESS ROAD (SPECIAL) L SUM 1

* X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1

* JI669016

REGULATED SUBSTANCES MONITORING AND FIELD

SCREENING

CAL DAY 18

** JS120100

TRAILER MOUNTED FULL MATRIX PORTABLE CHANGEABLE

MESSAGE SIGNS

EACH 2

** JS280070 STABILIZED CONSTRUCTION ENTRANCE SQ YD 300

** JS664305 RIGHT-OF-WAY FENCE, TYPE 1, 6’ FOOT 100

** JS664400 RIGHT-OF-WAY FENCE REMOVAL FOOT 100

** JS670B00 FIELD OFFICE, TYPE B CAL MO 18

** JS671020 MOBILIZATION, TOLLWAY (MODIFIED) L SUM 1

* JS701010 MAINTENANCE OF TRAFFIC L SUM 1

** JS814002 HEAVY-DUTY HANDHOLE, TOLLWAY EACH 6

** JS819002 TRENCH AND BACKFILL FOR ELECTRICAL WORK (SPECIAL) FOOT 2,550

* JT130759

ELECTRICAL WORK, INTERMEDIATE POWER DISTRIBUTION

AND COMMUNICATION FACILITY

L SUM 1

* JT130776 DIGITAL SURVEY QL-A FOOT 2,000

* JT130777 DIGITAL SURVEY QL-B FOOT 1,000

* JT130790 REMOVE SOLAR GENERATOR ASSEMBLY EACH 4

* JT130822 VIDEO POWER JUNCTION BOX MODEL A, NEMA 1 EACH 2

* JT131316 BLUETOOTH VEHICLE DETECTION ASSEMBLY EACH 8

* JT132046 DYNAMIC MESSAGE SIGN - TYPE 2W EACH 4

* JT132056 DYNAMIC MESSAGE SIGN - TYPE 2W (TRAINING) L SUM 1

* JT132066 DYNAMIC MESSAGE SIGN - TYPE 2W (SPARE PARTS) EACH 4

* JT132090 ATM LANE CONTROL SIGN - TYPE 1 EACH 10

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-25-2014

MILE POST 33.6 TO MILE POST 40.0

SCHEDULE OF PRICES

ATM SYSTEM, ITS DEVICE AND FIBER INSTALLATION

TRI-STATE TOLLWAY (I-294)

NORTH AVENUE TO BALMORAL AVENUE

Contract I-25-2014 Addendum No. 3 P - 5 July 11, 2025R

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-25-2014

MILE POST 33.6 TO MILE POST 40.0

SCHEDULE OF PRICES

ATM SYSTEM, ITS DEVICE AND FIBER INSTALLATION

TRI-STATE TOLLWAY (I-294)

NORTH AVENUE TO BALMORAL AVENUE

* JT132091 ATM LANE CONTROL SIGN - TYPE 1 (SPARE PARTS) EACH 10

* JT132092 ATM LANE CONTROL SIGN - TYPE 2 EACH 63

* JT132093 ATM LANE CONTROL SIGN - TYPE 2 (SPARE PARTS) EACH 63

* JT132098 ATM LANE CONTROL SIGN (TRAINING) L SUM 1

* JT132099

ATM TEST GANTRY WITH LANE CONTROL SIGNS AND DMS

TYPE 2

EACH 2

* JT132623 DMS ELECTRICAL WORK - TYPE 2W EACH 4

* JT132699 FURNISH COMMUNICATIONS SYSTEM UPGRADE EACH 1

* JT132792

INSTALL ITS MONOPOLE CLOSED CIRCUIT TELEVISION (CCTV)

CAMERA TOWER

ASSEMBLY, 100FT

EACH 1

* JT132800 REMOVE ITS POLE MOUNTED ENCLOSURE EACH 4

* JT132810 ITS POLE MOUNTED ENCLOSURE (CCTV OR MVDS) EACH 12

* JT132820 CCTV CAMERA, ITS ASSEMBLY EACH 13

* JT132822 ITS SECURITY CCTV CAMERA EACH 2

* JT132830 FIBER OPTIC COMMUNICATIONS, ITS ASSEMBLY EACH 19

* JT132845

MICROWAVE VEHICLE DETECTION SYSTEM (MVDS), ITS

ASSEMBLY

EACH 13

* JT132856 INSTALL ITS DISCONNECT SWITCH ASSEMBLY EACH 11

* JT134037 ITS ELEMENT SITE GROUNDING - POLE MOUNTED ASSEMBLY EACH 11

* JT135006 REMOVE MICROWAVE VEHICLE DETECTION ASSEMBLY EACH 4

* JT135095 GANTRY ONLY ELECTRICAL WORK EACH 5

* JT135097 REMOVE CCTV CAMERA, POLE MOUNTED EACH 4

* JT160099

HANDHOLE FOR SINGLE MODE FIBER OPTIC CABLE, TORSION

ASSIST, 48"X72"X36"

EACH 14

Addendum No. 3 P - 6 July 11, 2025R

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-25-2014

MILE POST 33.6 TO MILE POST 40.0

SCHEDULE OF PRICES

ATM SYSTEM, ITS DEVICE AND FIBER INSTALLATION

TRI-STATE TOLLWAY (I-294)

NORTH AVENUE TO BALMORAL AVENUE

* JT160149 CABLE MARKER SIGN WITH POST FOR ELECTRIC CABLE EACH 6

* JT160217 LOCATE POST FOR FIBER OPTIC CABLE EACH 4

* JT160218

CABLE MARKER WARNING SIGN WITH POST FOR OPTIC

FIBER CABLE

EACH 6

* JT160226 SINGLE MODE FIBER OPTIC CABLE REMOVAL, NO SALVAGE FOOT 37,100

* JT160266 WOOD POLE REMOVAL, NO SALVAGE EACH 4

* JT160340 FIBER OPTIC CONNECTION HARDWARE, TYPE 1 EACH 13

* JT160345 FIBER OPTIC CONNECTION HARDWARE, TYPE 2 EACH 5

* JT160389

FIBER OPTIC CABLE, SINGLE MODE, ARMORED, 864 FIBERS,

ZAYO

FOOT 19,100

* JT160399

INSTALL TOLLWAY FURNISHED FIBER OPTIC CABLE, SINGLE

MODE, NON-ARMORED, 72 FIBERS

FOOT 1,320

* JT202009 NON-SPECIAL WASTE DISPOSAL (TYPE 1) CU YD 444

* JT810874

UNDERGROUND CONDUIT, COILABLE NONMETALLIC

CONDUIT, SDR 11, 1 1/2" DIA.

FOOT 20,160

* JT810876

UNDERGROUND CONDUIT, COILABLE NONMETALLIC

CONDUIT, SDR 11, 2" DIA.

FOOT 2,355

* JT810879

UNDERGROUND CONDUIT, COILABLE NONMETALLIC

CONDUIT, SDR 11, 4" DIA.

FOOT 1,680

* JT810881

UNDERGROUND CONDUIT, COILABLE NONMETALLIC

CONDUIT, SDR 11, 6" DIA.

FOOT 8,890

* JT810890 DUCT PACKAGE, CLSM ENCASED FOOT 2,550

* JT817751

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

1/C NO. 10

FOOT 6,500

* JT817752

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

1/C NO. 8

FOOT 13,000

* JT817753

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

1/C NO. 4

FOOT 5,550

* JT817754

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

1/C NO. 6

FOOT 6,000

* JT817755

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

1/C NO. 2

FOOT 13,000

Addendum No. 3 P - 7 July 11, 2025R

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-25-2014

MILE POST 33.6 TO MILE POST 40.0

SCHEDULE OF PRICES

ATM SYSTEM, ITS DEVICE AND FIBER INSTALLATION

TRI-STATE TOLLWAY (I-294)

NORTH AVENUE TO BALMORAL AVENUE

* JT817756

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

1/C NO. 1/0

FOOT 8,000

* JT817759

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

1/C NO. 3/0

FOOT 5,000

* JT830102

INSTALL GROUND MOUNTED LIGHT POLE, GALVANIZED

STEEL, 50 FT., WITHOUT MAST ARM

EACH 11

* JT830220 INSTALL WALL MOUNTED LIGHT POLE EACH 9

* JT836018 ITS ELEMENT POLE FOUNDATION STEEL HELIX (10FT) EACH 2

* JT836028 ITS CONCRETE SERVICE PAD, TYPE B EACH 2

* JT901056 LOCATOR TRACER WIRE FOOT 13,330

* JT901057 LOCATOR TRACER WIRE, DIRECTIONAL BORE FOOT 840

TOTAL AMOUNT OF CORE WORK

* JT155001 CONTRACTOR'S QUALITY PROGRAM L SUM 1 $ 110,000 $ 110,000

* JT154008 UNFORESEEN ADDITIONAL MAINTENANCE OF TRAFFIC UNIT 50,000 $ 1.00 $ 50,000.00

* JT154032 CONTRACT ALLOWANCE FOR ADDITIONAL ITS WORK UNIT 300,000 $ 1.00 $ 300,000.00

* JT154067

CONTRACT ALLOWANCE FOR CONSTRUCTIONWORKS

APPRENTICES

UNIT 100,000 $ 1.00 $ 100,000.00

* JT154096

CONTRACT ALLOWANCE FOR MAINTAIN INTELLIGENT

TRANSPORTATION SYSTEMS

UNIT 30,000 $ 1.00 $ 30,000.00

* JT154103 ALLOWANCE FOR RAILROAD FLAGGING AND SERVICES UNIT 55,000 $ 1.00 $ 55,000.00

Addendum No. 3 P - 8 July 11, 2025R

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-25-2014

MILE POST 33.6 TO MILE POST 40.0

SCHEDULE OF PRICES

ATM SYSTEM, ITS DEVICE AND FIBER INSTALLATION

TRI-STATE TOLLWAY (I-294)

NORTH AVENUE TO BALMORAL AVENUE

999NEG04

NON-COMPLIANCE WITH TOLLWAY MAINTENANCE OF

TRAFFIC PER TOLLWAY SUPPL. SPEC. 701.08(a)

INC/DAY (2,500.00)$

999NEG05

FAILURE TO RESPOND TO RE-ESTABLISH DEVICES PER

TOLLWAY SUPPL. SPEC. 701.08(b)

OCCUR (2,500.00)$

999NEG06

FAILURE TO REPAIR IMPACT ATTENUATORS, TEMPORARY

PER TOLLWAY SUPPL. SPEC. 701.08(c)

OCCUR (2,500.00)$

999NEG07

LOSS OR DAMAGE TO TOLLWAY OWNED DEVICES PER

TOLLWAY SUPPL. SPEC. 701.08(d)

SQ FT (100.00)$

999NEG08

FAILURE TO OPEN TRAFFIC LANES TO TRAFFIC PER

TOLLWAY SUPPL. SPEC. 701.08(e)(a)

15 MINUTES (3,000.00)$

999NEG09

FAILURE TO OPEN TRAFFIC LANES TO TRAFFIC PER

TOLLWAY SUPPL. SPEC. 701.08(e)(b)

15 MINUTES (5,000.00)$

999NEG20

DAMAGES TO ILLINOIS TOLLWAY'S OPERATIONAL FACILITIES

PER S.P. 115.5 - TRI-STATE

OCCUR (10,000.00)$

999NEG30

DAMAGES TO ILLINOIS TOLLWAY'S OPERATIONAL FACILITIES

PER S.P. 115.5 - ALL ROADWAYS OFF-PEAK

OCCUR (2,000.00)$

999NEG31

DAMAGE TO ELECTRICAL FACILITIES PER TOLLWAY SUPPL.

SPEC. 107.30 (b)

INC/DAY (1,000.00)$

999NEG32

LIQUIDATED DAMAGES FOR DELAY IN SUBMITTAL OF

PROGRESS SCHEDULE PER TOLLWAY SUPPL. SPEC. 108.02

(e)

DAY (300.00)$

999NEG33

NON-COMPLIANCE WITH EROSION AND SEDIMENT CONTROL

PER TOLLWAY SUPPL. SPEC. 280.02 (2) (1)

INC/DAY (1,000.00)$

999NEG34

NON-COMPLIANCE WITH RESPONSIBILITY FOR

CONSTRUCTION HAULING EQUIPMENT PER TOLLWAY SUPPL.

SPEC. 105.15

DAY (1,000.00)$

999NEG35

FAILURE TO RESPOND TO REGULATORY AGENCY REQUESTS,

PER TOLLWAY SUPPL. SPEC. 280.02 (2) (2)

OCCUR (25,000.00)$

999NEG36

FAILURE TO COMPLY WITH OCCUPANCY DATE OR PROVIDE

COMPLETE FACILITIES. FIELD OFFICE OR LAB PER TOLLWAY

SUPPL. SPEC. 670.01 (b)

DAY (500.00)$

999NEG44

LIQUIDATED DAMAGES FOR NON-COMPLETION PER S.P.

105.1.1

CAL DAY (4,500.00)$

999NEG45

LIQUIDATED DAMAGES FOR NON-COMPLETION PER S.P.

105.1.2

CAL DAY (7,500.00)$

999NEG46

LIQUIDATED DAMAGES FOR NON-COMPLETION PER S.P.

105.1.3

CAL DAY (1,500.00)$

999NEG47

LIQUIDATED DAMAGES FOR NON-COMPLETION PER S.P.

105.1.4

CAL DAY (3,000.00)$

999NEG48

LIQUIDATED DAMAGES FOR NON-COMPLETION PER S.P.

105.1.5

CAL DAY (3,000.00)$

999NEG49 DAMAGE TO FIBER OPTIC UTILITIES PER S.P. 115.3 OCCUR (10,000.00)$

999NEG53

NON-COMPLIANCE WITH CONTRACTOR QUALITY PROGRAM

SPECIAL PROVISION

OCCUR (1,000.00)$

999NEG54

DAMAGE TO TOLLWAY MULTI-MODE CABLE, DMS SIGNS,

CAMERAS, TELECOMMUNICATION, CABLE, ELECTRICAL,

WATER AND SEWER PER S.P. 115.4

OCCUR (1,000.00)$

NEGATIVE

Addendum No. 3 P - 9 July 11, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-25-2014

MILE POST 33.6 TO MILE POST 40.0

SCHEDULE OF PRICES

ATM SYSTEM, ITS DEVICE AND FIBER INSTALLATION

TRI-STATE TOLLWAY (I-294)

NORTH AVENUE TO BALMORAL AVENUE

* 999ADJ45

CONSTRUCTIONWORKS APPRENCTICES WAGE RATE

PAYMENT

HOUR $ 15.00

* 999ADJ46 ARROW BOARD EACH $ 13.32

* 999ADJ47 ARROW BOARD (WINTER RATE) EACH $ 19.98

* 999ADJ48 TYPE I OR TYPE II BARRICADE EACH $ 1.00

* 999ADJ49 TYPE I OR TYPE II BARRICADE (WINTER RATE) EACH $ 1.50

* 999ADJ50 TYPE III BARRICADE EACH $ 2.35

* 999ADJ51 TYPE III BARRICADE (WINTER RATE) EACH $ 3.53

* 999ADJ52 PLASTIC DRUM EACH $ 1.25

* 999ADJ53 PLASTIC DRUM (WINTER RATE) EACH $ 2.34

* 999ADJ54 FLASHER LIGHT EACH $ 0.20

* 999ADJ55 FLASHER LIGHT (WINTER RATE) EACH $ 0.30

* 999ADJ56 STEADY BURN LIGHT EACH $ 0.30

* 999ADJ57 STEADY BURN LIGHT (WINTER RATE) EACH $ 0.45

* 999ADJ58 HI-INTENSITY LIGHT, SIGN MOUNTED EACH $ 1.70

* 999ADJ59 HI-INTENSITY LIGHT, SIGN MOUNTED (WINTER RATE) EACH $ 2.55

* 999ADJ60 CMS, SOLAR POWERED EACH $ 45.70

* 999ADJ61 CMS, SOLAR POWERED (WINTER RATE) EACH $ 68.55

* 999ADJ62 SIGNS, WORK ZONE EACH $ 2.00

* 999ADJ63 SIGNS, WORK ZONE (WINTER RATE) EACH $ 3.00

ADJUSTMENTS

Addendum No. 3 P - 10 July 11, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-25-2014

MILE POST 33.6 TO MILE POST 40.0

SCHEDULE OF PRICES

ATM SYSTEM, ITS DEVICE AND FIBER INSTALLATION

TRI-STATE TOLLWAY (I-294)

NORTH AVENUE TO BALMORAL AVENUE

* 999ADJ64 TEMPORARY MODULAR GLARE SCREEN (12.5 FT. SECTION) UNIT $ 0.60

* 999ADJ65 TEMPORARY CONCRETE BARRIER (12.5 FT. SECTION) UNIT $ 0.83

* 999ADJ66 TEMPORARY CONCRETE BARRIER (10.0 FT. SECTION) UNIT $ 0.50

* 999ADJ67

TEMPORARY CONCRETE BARRIER, CROSS BOLT

CONNECTION (12.5 FT. SECTION)

UNIT $ 1.47

* 999ADJ69

IMPACT ATTENUATOR, TEMPORARY (SEVERE USE, NARROW),

TEST LEVEL 3

EACH $ 18.33

* 999ADJ70

IMPACT ATTENUATOR, TEMPORARY (SEVERE USE, WIDE),

TEST LEVEL 3

EACH $ 18.33

* 999ADJ71

TEMPORARY INFORMATION SIGNING-GROUND MOUNTED, 24

SQ FT IN AREA OR LESS

SQ. FT. $ 0.25

* 999ADJ72

TEMPORARY INFORMATION SIGNING-GROUND MOUNTED,

GREATER THAN 24 SQ FT IN AREA

SQ. FT. $ 0.25

* 999ADJ73

TEMPORARY INFORMATION SIGNING-OVERHEAD, 24 SQ FT IN

AREA OR LESS

SQ. FT. $ 0.25

* 999ADJ74

TEMPORARY INFORMATION SIGNING-OVERHEAD, GREATER

THAN 24 SQ FT IN AREA

SQ. FT. $ 0.25

TOTAL AMOUNT OF CONTINGENCY WORK + CONTRACTOR'S QUALITY PROGRAM (CQP) $ 645,000.00

BID CREDIT

AWARD CRITERIA

S.P. COLUMN LEGEND

INDICATES SPECIAL PROVISION (PROJECT SPECIFIC OR TOLLWAY STANDARD) *

INDICATES TOLLWAY SUPPLEMENTAL SPECIFICATIONS **

INDICATES IDOT SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS ***

INDICATES IDOT BDE SPECIAL PROVISION BDE

INDICATES IDOT GBSP SPECIAL PROVISION GBSP

INDICATES DISTRICT 1 SPECIAL PROVISION D1

TOTAL AMOUNT OF CORE WORK + TOTAL AMOUNT OF CONTINGENCY WORK + CONTRACTOR'S

QUALITY PROGRAM = TOTAL AMOUNT OF BASE BID

Addendum No. 3 P - 11 July 11, 2025R ii

JURISDICTION LIMITS - TOLLWAY (ILLINOIS TOLLWAY) ................................................ J-31

JURISDICTION LIMITS - NON-TOLLWAY .......................................................................... J-32

WARRANTY (ILLINOIS TOLLWAY) ..................................................................................... J-33

CONTROL OF MATERIALS .................................................................................................. J-36

TREE AND STUMP REMOVAL (Illinois Tollway).…………………………………………….J-36A

TEMPORARY ACCESS ROAD (SPECIAL)…………………………………………………….J-36C

DISPOSAL OF REGULATED SUBSTANCES AND UNCONTAMINATED SOIL (ILLINOIS

TOLLWAY)…………………………………………………………………………………………. J-37

TRAFFIC CONTROL AND PROTECTION (SPECIAL)……………………………………… J-46

ITS DEVICE TESTING REQUIREMENTS (ILLINOIS TOLLWAY).................................... J-48

MAINTENANCE OF TRAFFIC .............................................................................................. J-51

EXTENDED MAINTENANCE OF TRAFFIC WORK AND EQUIPMENT RATES (ILLINOIS

TOLLWAY) ........................................................................................................................... J-55

TRENCH AND BACKFILL FOR ELECTRICAL WORK (SPECIAL)………………………………….J-58

ELECTRICAL CONNECTION WORK, EXISTING INTERMEDIATE POWER DISTRIBUTION

AND COMMUNICATION FACILITY .................................................................................... J-60

DIGITAL UTILITY AS-BUILT (ILLINOIS TOLLWAY)……………………………………………J-99

REMOVE SOLAR GENERATOR ASSEMBLY (ILLINOIS TOLLWAY)…………………… J-104

VIDEO POWER JUNCTION BOX (ILLINOIS TOLLWAY) ................................................. J-105

BLUETOOTH VEHICLE DETECTION ASSEMBLY (ILLINOIS TOLLWAY) ........................ J-112

DYNAMIC MESSAGE SIGN – WALK-IN (ILLINOIS TOLLWAY)………………………... J-120

ATM LANE CONTROL SIGN……………………………………………………………………...J-160

DYNAMIC MESSAGE SIGNS ELECTRICAL WORK (ILLINOIS TOLLWAY)…………….. J-190

FURNISH COMMUNICATIONS SYSTEM UPGRADE…………………………………………J-222

INSTALL MONOPOLE CLOSED CIRCUIT TELEVISION (CCTV) CAMERA TOWER

ASSEMBLY…………………….…………………………………………………………...J-224

REMOVE ITS ENCLOSURE (ILLINOIS TOLLWAY) ........................................................... J-234

ITS POLE MOUNTED ENCLOSURE, ITS ASSEMBLY (CCTV OR MVDS)

………………………………………………………………………………………………………J-235R

CLOSED CIRCUIT TELEVISION (CCTV) CAMERA, ITS ASSEMBLY (ILLINOIS TOLLWAY)

............................................................................................................................................ J-245

ITS SECURITY CLOSED CIRCUIT TELEVISION (CCTV) CAMERA (ILLINOIS

TOLLWAY)…………………………………………………………………………………………..J-253

FIBER OPTIC COMMUNICATIONS, ITS ASSEMBLY (ILLINOIS TOLLWAY) ................... J-261

MICROWAVE VEHICLE DETECTION SYSTEM (MVDS), ITS ASSEMBLY

(ILLINOIS TOLLWAY)………………………………………………………………………... J-269

INSTALL ITS DISCONNECT SWITCH ASSEMBLY………………………………………… J-279

9R 9R July 11, 2025

Addendum No. 3

J-36A

TREE AND STUMP REMOVAL (Illinois Tollway)

Effective: April 1, 2016 Revised: November 1, 2024

Description. This work shall consist of the cutting, grubbing, removal, and disposal of trees and stumps in accordance with Section 201 of the Standard Specifications except as herein modified.

Add the following to 201.02:

Tree Stump shall be defined as any partial tree or tree cutoff, whether naturally occurring or previously removed by others.

Add the following to Article 201.03:

Mechanical equipment shall not be used in areas of standing water. Written permission from the Engineer is required prior to opening, lowering, or otherwise disturbing existing right-of-way fencing or other permanent fencing to access work.

Add the following to Article 201.04:

The Contractor shall comply with Illinois Department of Agriculture (IDOA) and the United States Department of Agriculture (USDA) quarantine requirements, guidance and restrictions for tree removal and disposal of vegetation.

The Contractor shall maintain vigilance to minimize the spread of Emerald Ash Borer (EAB), other pests and invasive weeds during removal, storage and disposal operations.

Refer to the Illinois Department of Agriculture website at https://www2.illinois.gov/sites/agr/Insects/Pests/EmeraldAshBorer/Pages/default.aspx for additional information on Emerald Ash Borer.

Tree removal cannot occur between April 1st and October 31st due to Tollway’s commitment to protecting bat pup season. Stump removal can occur between November 1st and March 31st, if approved by the Engineer.

Method of Measurement. Unit Diameter. Trees to be removed as a payment item, but not measured in acres, will be measured per unit of diameter where one unit is equal to 1 in. The diameter will be measured at a point 4.5 ft above the highest ground level at the base of the tree and will be determined by dividing the measured circumference of the tree by 3.1416. Stumps will be measured at the elevation of cut off. A multiple stem tree’s branches having a diameter of 6

in. or more at a point 4.5 ft above the highest ground level at the base of the tree will be measured for payment as individual trees. The accumulated total number of units will be the pay quantity.

Trees to be removed will be measured by the acre when included in the contract as a payment item and shown at definite locations on the plans or staked for removal by the Engineer. The entire area shown on the plans, and directed by the Engineer, will be used in computing the acres.

Any removal of bushes or saplings within such areas will not be measured separately for payment.

Basis of Payment.

July 11, 2025

This work will be paid for at the contract unit price per unit diameter for TREE REMOVAL

(OVER 15 UNITS DIAMETER).

J-36B

Pay Item Number

Designation Unit of

Measure

20100210 TREE REMOVAL (OVER 15 UNITS DIAMETER) UNIT

July 11, 2025

J-36C

TEMPORARY ACCESS ROAD (SPECIAL)

Description: This work includes the construction, maintenance, and removal of a temporary construction access road near the Irving Park Road ramps to facilitate access and work for installing handholes and conducting directional bores.

Materials: Materials provided for construction of the access road will be selected by the Contractor to provide good stability for the intended use.

Any materials that the Contractor may want to re-use in other areas of the project shall meet Illinois Tollway standards for the application, and shall be communicated to and approved by the Engineer prior to delivery to the site, to ensure agreement for the re-use and to avoid any additional costs to be incurred.

Construction: The Contractor shall provide a site plan to outline where the required access road is necessary to facilitate their work. Geotextile fabric may be needed between the stone and the ground line to minimize restoration work after removal. The access road shall not disrupt the natural flow of any waterway, including existing creeks or drainage, without mitigation measures that meet the approval of the Engineer.

Contractor is responsible for the stability and maintenance of the access road. Benching or other embankment foundation preparation may be required to ensure stability. The Contractor shall take extreme care to minimize disturbance beyond what is necessary for transporting materials and conducting the work.

If the Engineer determines that the Contractor’s activities are producing undue erosion of materials beyond the limit of the sediment control items, the Contractor shall stop the work and take corrective action before proceeding.

The contractor shall maintain the access road throughout its life by adding embankment to the side slopes, as required, and as directed by the Engineer. In the event of flooding, the Contractor shall immediately repair all damage caused by the floodwater after the storm event has passed at no additional cost to the contract.

Temporary facilities may not be constructed using dumped fill or any other erodible material.

Crushed concrete or reclaimed asphalt pavement shall be permitted for use of the access road.

Similarly, compacted earth may be permitted if ground conditions are suitable for driving without causing rutting or damage to the surroundings.

The Contractor shall assume all risk of damage to his equipment and the work caused by any inundation as a result of rainfall events. No extension of time or compensation will be granted as a result of natural occurrences.

Upon completion of relevant construction, the Contractor shall remove all portions of the access road and restore the area to original grades and conditions, to the satisfaction of the Engineer.

Method of Measurement: This work will be paid for payment as a single LUMP SUM item. All materials and appurtenances required for any and all of the proposed and/or required construction stages shall be included in the single LUMP SUM item.

J-36D

Basis of Payment: This work will be paid for at the contract LUMP SUM price for TEMPORARY ACCESS ROAD (SPECIAL), which shall include all labor, equipment, materials, maintenance, removal, cleanup, and restoration.

Pay Item Number Designation

Unit of Measure

X0327039 TEMPORARY ACCESS ROAD (SPECIAL) L SUM

1R July 11, 2025

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

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY6

U

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REVISIONS

CONTRACT NO.

100%

ENGINEERING GROUP

HM

ITS-15

04/03/2025

04/03/2025

ATM & DMS SCHEDULELOHII

SHEET NO.

STRUCTURE ID

GANTRY / SIGN

DEVICE ID ROUTE DIRECTION M.P STATION

(JT132090)

LCS TYPE 1

(JT132092)

LCS TYPE 2

(JT132046)

DMS TYPE 2W

POWER FEED

ITS-18 294NG61 294N033.9LCS001 I-294 NB 33.90 1791+47 1 6 IPDC-13

ITS-18 294SG60 294S033.9LCS001 I-294 SB 33.90 1791+47 1 7 IPDC-13

ITS-21 294NG65 294N034.5LCS001 I-294 NB 34.50 1822+75 1 7 IPDC-13

ITS-21 294SG64 294S034.5LCS001 I-294 SB 34.50 1822+75 1 7 IPDC-13

ITS-23 294SG66 294S035.1LCS001, 294S035.1DMS001 I-294 SB 35.10 1851+35 1 6 1 IPDC-14

ITS-23 294NG67 294N035.1LCS001, 294N035.1DMS001 I-294 NB 35.10 1851+35 1 7 IPDC-14

ITS-25 294SG68 294S035.6LCS001 I-294 SB 35.60 1878+75 8 IPDC-14

ITS-25 294NG69 294N035.6LCS001 I-294 NB 35.60 1878+75 1 5 1 IPDC-14

ITS-27 294SG70 294S036.0LCS001, 294S036.0DMS001 I-294 SB 36.00 1901+88 5 1

ITS-27 294NG71 294N036.0LCS001, 294N036.0DMS001 I-294 NB 36.00 1901+88 1 5 1

04/03/2025 I-25-2014

ADDENDUM #306/30/2025

IPDC-14

IPDC-14

2092304647

07/08/2025 ADDENDUM NO. 307/11/2025

J

.9

.1

J

E

E

E

J

55+00

20+00

1770+00 1769 1772 1771

30+00

1778 1777 1779 1774 1773 1776 1775+00

11 10+00

28 27 26

25+00

O N

L Y

R A

M P F

RAMP J

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N O

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H A

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ENGINEERING GROUP

L A

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ITS-1

ITS-1

ITS-1

ITS-2

ITS-2

ITS-2

ITS-24 ITS-25

IT

S

I T S

I T S

ITS-2

2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY7

U

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P L O

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C M W o rk P a c k a g e s I- -4

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REVISIONS

CONTRACT NO.

100%

J

L ETA

A

Z

ZA

0 50 100 150

SCALE IN FEET

M A

T C

H

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IN

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T A

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PR ¡ TRI-STATE TOLLWAY I-294

L A

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N U

E

TRI-STATE TOLLWAY I-294 (SB)

TRI-STATE TOLLWAY I-294 (NB)

J

P R

O

JE

C T

S

T A

R T

S T

A

CONDUIT / CABLE DESCRIPTION

ITS-17

ITS PROPOSED PLAN

STA 1766+00 to STA 1780+00

LOHII

HM

04/03/2025

C

H1

I1

F5 G1 M1

J1

D1

NOTES:

D1

STA 1764+90, 125' RT

EHH (ISHTA) (E)

STA 1764+70, 125' RT

CHH (CONDO/LEASED) (E)

STA 1764+60, 125' RT

CHH (AT&T) (E)

N3 2" DIA CNC UNDERGROUND (I) (JT810876)

STA 1764+65, 77' LT

D5

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A

B O

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S T

A T

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H

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IN

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STA 1764+45, 123' RT

CHH (ZAYO) (E)

STA 1764+42, 123' RT

CHH (ZAYO) (E)

STA 1764+61, 121' RT

D2

2 6

CALLOUT DESIGNATIONS.

REFER TO SHEET ITS-14 FOR ITS LEGEND AND CONDUIT / CABLE1)

1-1/C #10 (GRD) (JT817751)

2-1/C #8 (JT817752)

K12

04/03/2025

(S E

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B

E L

O W

S T

A T

IO

N

M A

T C

H

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IN

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I-25-2014

STA 1764+80, 125' RT

SPLICE CLOSURE (E)

CHH (ISTHA) (E)

R A

M P F

RAMP J

3 ADDENDUM #307/02/2025

T

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2092304849

A LT EA LT E

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1791 1790+00 1793 1792 1789

1780+00 1786 1785+00 1788 1787

1782 1781 1784 1783

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ITS-2

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ITS-24 ITS-25

IT

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2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY7

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REVISIONS

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BLUETOOTH

NOTES:

(JT130754)

ELECTRICAL WORK (I)

IDPC-13 (E)

K12

K12

MP33-75

TRI-STATE TOLLWAY I-294 (SB)

TRI-STATE TOLLWAY I-294 (NB)

CONDUIT / CABLE DESCRIPTION

MP 33.80

K8

K8

ITS-18

ITS PROPOSED PLAN

STA 1780+00 to STA 1794+00

LOHII

HM

04/03/2025

04/03/2025

STA 1782+00, 140' RT

EHH (ISHTA) (E)

STA 1781+80, 152' RT

CHH (CONDO/LEASED) (E)

STA 1781+70, 158' RT

D1

D1

D1

D3

STA 1782+00

CHH (ISTHA) (E)

STA 1790+06

CHH (ISTHA) (E)

D3

P1

P3

K2

N3 2" DIA. CNC UNDERGROUND (I) (JT810876)

K1

400A, 120/240V, 1P, 3W

IPDC EXISTING ELECTRIC SERVICE

K12N3

(I) (JT132814)

DISCONNECT SWITCH

ATM CABLES (SEE NOTE 5)

STA 1791+06, 112' LT

CHH (ISTHA) (E)

STA 1790+72, 122' RT

CHH (ISTHA) (E)

STA. 1786+10

294N033.8BTH001

BTH (I) (JT131316) -

MEDIAN ITS POLE (I) (JT830220) -

P4-22.5' POLE

STA. 1792+60, 111' LT

- FOC, ITS ASSEMBLY (I) (JT132830)

WORK (I) (JT135095)

- (1) GANTRY ONLY ELEC.

ATM CABINETS (SEE NOTE 5)

STA. 1791+47

294N033.9LCS00X

- (1) LCS TYPE 1 (I) (JT132090)

- (6) LCS TYPE 2 (I) (JT132092)

ATM 61 (SEE NOTE 5)

IPDC-13

B T

A

1-1/C #8 (GRD) (JT817752)

2-1/C #6 (JT817753)

K8

1-1/C #2 (GRD) (JT817755)

2-1/C #3/0 (JT817759)

1-1/C #10 (GRD) (JT817751)

2-1/C #8 (JT817752)

K12

BY THE CONTRACTOR PER THE CONTRACT SPECIFICTIONS.

AND GANTRY SIGNS ARE NOT SHOWN BUT SHALL BE PROVIDED

FIBER OPTIC CABLES BETWEEN ATM GANTRY CABINET6)

ATM CABINETS.

POWER GOES TO ITS DISCONNECT SWITCH BEFORE ENTERING5)

POWER CONNECTIONS.

SEE ITS PROPOSED PLAN SHEETS ITS-17 TO ITS-28 FOR ALL4)

POWER AND COMMUNICATIONS WIRING DETAILS.

REFER TO SHEET DET-24 AND DET-25 FOR ATM GANTRY INTERNAL3)

REFER TO SHEET DET-22 TO DET-32 FOR ATM GANTRY DETAILS.2)

CALLOUT DESIGNATIONS.

REFER TO SHEET ITS-14 FOR ITS LEGEND AND CONDUIT / CABLE1)

STA 1790+72, 146' RT

SEE NOTE 6

2 2

STA 1790+73, 113' LT

CHH (ISTHA) (E)

SEE NOTE 6

SEE NOTE 6

STA. 1786+00, 109' RT

294N033.8MVD001

294N033.8CAM001

- FOC, ITS ASSEMBLY (I) (JT132830)

- SITE GROUNDING (I) (JT134037)

- MVDS (I) (JT132845)

- CAM (I) (JT132820)

- ITS POLE MOUNTED ENCLOSURE (I) (JT132810)

- ITS POLE (I) (JT830102)

P3-50' POLE

I-25-2014

STA 1781+90, 146' RT

- FO SPLICE (BY OTHERS)

- FO CONNECTION HARDWARE, TYPE 1 (I) (JT160340)+

CHH (ISTHA) (E)

NORTHWEST AVE

COUNTY LINE RD

STA. 1791+47

294S033.9LCS00X

(1) LCS TYPE1 (I) (JT132090) -

(7) LCS TYPE2 (I) (JT132092) -

ATM 60 (SEE NOTE 5)

3 ADDENDUM #307/02/2025

3 3 3

209230 50

ALTE

H

ALTE

J

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B T

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1807 1806

1795+00 1794 1797 1796

1803 1802 1805+00 1804

1799 1798 1801 1800+00

D M

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28 27 30+00 29

35+00

32 31

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ITS-1

ITS-1

ITS-1

ITS-2

ITS-2

ITS-2

ITS-24 ITS-25

IT

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I T S

ITS-2

2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY7

U

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REVISIONS

CONTRACT NO.

100%

T C

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IN

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T A

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IN

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BLUETOOTH

K12

TRI-STATE TOLLWAY I-294 (SB)

TRI-STATE TOLLWAY I-294 (NB)

CONDUIT / CABLE DESCRIPTION

MP 34.10

ITS PROPOSED PLAN

STA 1794+00 to STA 1808+00

ITS-19

LOHII

HM

STA 1797+27, 96' RT

EHH (ISHTA) (E)

STA 1797+07, 97' RT

CHH (CONDO/LEASED) (E)

STA 1796+97, 97' RT

D1

STA 1802+06

CHH (ISTHA) (E)2

F1

K12K2

K2

N3

STA. 1798+25

294S034.1BTH001

- BTH (I) (JT131316)

MEDIAN ITS POLE (I) (JT830220)

P6-22.5' POLE

(JT132814)

DISCONNECT SWITCH (I)

04/03/2025

K2

1-1/C #8 (GRD) (JT817752)

2-1/C #6 (JT817753)

294N034.2DMS001

EXISTING DMS

STA 1803+45, 112' RT

CHH (ISTHA) (E)

STA 1803+55, 112' RT

EXISTING DMS CABINET

NOT SHOWN ON PLANS.

EX FIBER OPTIC CABLE BETWEEN DMS CABINET AND DMS IS 2)

CALLOUT DESIGNATIONS.

REFER TO SHEET ITS-14 FOR ITS LEGEND AND CONDUIT / CABLE1)

SEE NOTE 2

STA. 1797+99, 110' RT

294N034.0MVD001

294N034.0CAM001

- FOC, ITS ASSEMBLY (I) (JT132830)

- SITE GROUNDING (I) (JT134037)

- MVDS (I) (JT132845)

- CAM (I) (JT132820)

- ITS POLE MOUNTED ENCLOSURE (I) (JT132810)

- ITS POLE (I) (JT830102)

P5-50' POLE

I-25-2014

STA 1797+17, 97' RT

FO SPLICE (BY OTHERS) -

FO CONNECTION HARDWARE, TYPE 1 (I) (JT160340) -

CHH (ISTHA) (E)

3 ADDENDUM #307/02/2025

2092305051

F L

A G

P O

L E

J

W V

W V W

ALTE

H

ALTE

J

H

M

V

V

E ET

ET

ET

V

V

C

1812 1811 1814 1813 1808 1810+00 1809 1820+00 1819 1821 1816 1815+00 1818 1817

D M

S

45+

40+00

51 50+00

P t a

.3

POT Sta 116+60.17

PT Sta 116+27.38

115+00 112 114 113

O N

L Y

O N

L Y

O N

L Y

ONLYONLY

ENGINEERING GROUP

L A

K E

R T

H

A

V E

WOLF

RD

G R

A N

D

A

V E

F R

A N

K L

IN

A

V E

KEY MAP

ITS-1

ITS-1

ITS-1

ITS-2

ITS-2

ITS-2

ITS-24 ITS-25

IT

S

I T S

I T S

ITS-2

2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY7

U

S E

R N

A M

E

P L O

T D

A T E

P L O

T T E

D B

Y p w a e c o m -n a -p w .b e n tl e y .c o m :A

E C

O M

D

S

N A D o c u m e n ts -C e n tr a l T ri -S ta te D

C M W o rk P a c k a g e s I- -4

-M

S T -I

T S I T S

-4 D

G N S

H T -S

H T -I

T S -2

-D

E G .d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D

P L O

T D

R

IV

E R

P L T

D R

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PAGE SIZE:PLOT SCALE: 100.0000 ' / in. $SHEETSIZE$

REVISIONS

CONTRACT NO.

100%

PR ¡ TRI-STATE TOLLWAY I-294

A

T C

H

L

IN

E

S

T A

T

IO

N

M A

T C

H

L

IN

E

S

T A

T

IO

N

K12

K6

D M

S TRI-STATE TOLLWAY I-294 (SB)

TRI-STATE TOLLWAY I-294 (NB)

CONDUIT / CABLE DESCRIPTION

MP 34.3

ITS-20

STA 1808+00 to STA 1822+00

ITS PROPOSED PLANLOHII

HM

04/03/2025

04/03/2025

M A

T C

H

L

IN

E

S

T A

T

IO

N

STA 1810+95, 80' RT

EHH (ISHTA) (E)

STA 1810+75, 80' RT

CHH (CONDO/LEASED) (E)

STA 1810+65, 80' RT

F3

D3 D2

2 2 3

F3D2

STA 1813+85, 80' RT

CHH (ISTHA) (E)

STA 1810+95, 80' RT

EHH (ISHTA) (E)

STA 1814+05

CHH (ISTHA) (E)

K12N3

DISCONNECT SWITCH (I) (JT132814)

NOTES:

STA. 1814+75

294S034.4DMS001

EXISTING DMS

K6

2-1/C #6 (JT817753)

1-1/C #4 (GRD) (JT817754)

2-1/C #1/0 (JT817756)

TRANSFORMER

EXISTING ELECTRIC SERVICE

100A, 480/240V, 1P, 3W

METER AND PEDESTAL

EXISTING ELECTRIC SERVICE

STA 1810+75, 113' LT

CHH (ISTHA) (E)

C H1 I1 F5 G1 M1 J1

STA 1815+03, 134' LT

D3

STA. 1815+79, 134' LT

AND DMS NOT SHOWN)

(EX FOC BETWEEN DMS CABINET

EXISTING DMS CABINET

D3SEE NOTE 2

D3SEE NOTE 3

AND GANTRY SIGNS ARE NOT SHOWN BUT SHALL BE PROVIDED

FIBER OPTIC CABLES BETWEEN ATM GANTRY CABINET3)

IS NOT SHOWN ON PLANS.

EXISTING FIBER OPTIC CABLE BETWEEN DMS CABINET AND DMS2)

CALLOUT DESIGNATIONS.

REFER TO SHEET ITS-14 FOR ITS LEGEND AND CONDUIT / CABLE1)

STA. 1812+00, 110' RT

294N034.3MVD001

294N034.3CAM001

- FOC, ITS ASSEMBLY (I) (JT132830)

- SITE GROUNDING (I) (JT134037)

- MVDS (I) (JT132845)

- CAM (I) (JT132820)

- ITS POLE MOUNTED ENCLOSURE (I) (JT132810)

- ITS POLE (I) (JT830102)

P7-50' POLE

STA. 1812+10

294S034.3MVD002

- MVDS (I) (JT132845)

- MEDIAN ITS POLE (I) (JT830220)

P8-22.5' POLE

I-25-2014

STA 1810+85, 80' RT

FO SPLICE (BY OTHERS) -

FO CONNECTION HARDWARE, TYPE 1 (I) (JT160340) -

2092305152

24" RCP

A L

ET

ET

E

E

J

A L

ET

A L

ET

J

IPDCIPDC

B T

T E

TE

C

1862 1861 1864 1863 1858 1857 1860+00 1859 1856 1853 1852 1855+00 1854 1851 1850+00

86 85+00 88 87 82 81 84 83 89 95+00 94 91 90+00 93 92

ENGINEERING GROUP

L A

K E

R T

H

A

V E

WOLF

RD

G R

A N

D

A

V E

F R

A N

K L

IN

A

V E

KEY MAP

ITS-1

ITS-1

ITS-1

ITS-2

ITS-2

ITS-2

ITS-24 ITS-25

IT

S

I T S

I T S

ITS-2

2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY7

U

S E

R N

A M

E

P L O

T D

A T E

P L O

T T E

D B

Y p w a e c o m -n a -p w .b e n tl e y .c o m :A

E C

O M

D

S

N A D o c u m e n ts -C e n tr a l T ri -S ta te D

C M W o rk P a c k a g e s I- -4

-M

S T -I

T S I T S

-4 D

G N S

H T -S

H T -I

T S -2

-D

E G .d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D

P L O

T D

R

IV

E R

P L T

D R

V L

P E

N T

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L E

P E

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B L L

P L O

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:3

:0

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PAGE SIZE:PLOT SCALE: 100.0000 ' / in. $SHEETSIZE$

REVISIONS

CONTRACT NO.

100%

T C

H

L

IN

E

S

T A

T

IO

N

M A

T C

H

L

IN

E

S

T A

T

IO

N

BLUETOOTH

SERVICE

IPDC ELECTRIC

K12 K6

K6

K6

K3K8K6 K12

(JT130754)

ELECTRICAL WORK

IPDC-14 (E)

K8 K3K12

K8 K3

K12

TRI-STATE TOLLWAY I-294 (NB)

CONDUIT / CABLE DESCRIPTION

MP 35.30

K6

ITS-23

STA 1850+00 to STA 1864+00

ITS PROPOSED PLANLOHII

HM

04/03/2025

04/03/2025

STA 1858+70, 106' RT

EHH (ISHTA) (E)

STA 1858+50, 106' RT

CHH (CONDO/LEASED) (E)

STA 1858+40, 106' RT

STA 1850+10, 112' RT

CHH (ISTHA) (E)

STA 1850+05

STA 1850+05

CHH (ISTHA) (E)

STA 1852+63, 112' LT

TRI-STATE TOLLWAY I-294 (SB)

SEE NOTE 1, SHEET ITS-18

STA. 1852+45, 112' LT

- FOC, ITS ASSEMBLY (JT32830)

- (1) DMS ELECTRICAL WORK TYPE 2W (I) (JT132623)

- (1) GANTRY ONLY ELECTRICAL WORK (I) (JT135095)

ATM CABINETS (SEE NOTE 5)

STA. 1863+26

294N035.3BTH001

BTH (I) (JT131316) -

MEDIAN ITS POLE (I) (JT830220) -

P14-22.5' POLE

K3

1-1/C #6 (GRD) (JT817753)

2-1/C #4 (JT817754)

1-1/C #4 (GRD) (JT817754)

2-1/C #1/0 (JT817756)

K8

1-1/C #2 (GRD) (JT817755)

2-1/C #3/0 (JT817759)

AND GANTRY SIGNS ARE NOT SHOWN BUT SHALL BE PROVIDED

FIBER OPTIC CABLES BETWEEN ATM GANTRY CABINET6)

ATM CABINETS.

POWER GOES TO ITS DISCONNECT SWITCH BEFORE ENTERING5)

POWER CONNECTIONS.

SEE ITS PROPOSED PLAN SHEETS ITS-17 TO ITS-28 FOR ALL4)

POWER AND COMMUNICATIONS WIRING DETAILS.

REFER TO SHEET DET-24 AND DET-25 FOR ATM GANTRY INTERNAL3)

REFER TO SHEET DET-22 TO DET-32 FOR ATM GANTRY DETAILS.2)

CALLOUT DESIGNATIONS.

REFER TO SHEET ITS-14 FOR ITS LEGEND AND CONDUIT / CABLE1)

STA 1858+80, 123 LT

CHH (ISTHA) (E)

STA. 1863+04, 118' RT

294N035.3MVD001

294N035.3CAM001

FOC, ITS ASSEMBLY (I) (JT132830) -

GROUNDING (I) (JT134037) -

MVDS (I) (JT132845) -

CAM (I) (JT132820) -

ITS POLE MOUNTED ENCLOSURE (I) JT132810) -

ITS POLE (I) (JT830102) -

P13-50' POLE

I-25-2014

STA 1858+60, 106' RT

- FO SPLICE (BY OTHERS)

TYPE 1 (JT160340)

- FO CONNECTION HARDWARE,

CHH (ISTHA) (E)

STA. 1851+35

294S035.1DMS001

294S035.1LCS00X

- (1) LCS TYPE1 (I) (JT132090)

- DMS TYPE 2W (I) (JT132046)

- (6) LCS TYPE2 (I) (JT132092)

ATM 66 (SEE NOTE 5)

STA. 1851+35

294N035.1DMS001

294N035.1LCS00X

- (1) LCS TYPE 1 (JT132090)

- (7) LCS TYPE 2 (JT132092)

ATM 67 (SEE NOTE 5)

3 ADDENDUM #307/02/2025

2092305455

A

K E

R T

H

A

V E

WOLF

RD

G R

A N

D

A

V E

F R

A N

K L

IN

A

V E

KEY MAP

ITS-1

ITS-1

ITS-1

ITS-2

ITS-2

ITS-2

ITS-24 ITS-25

IT

S

I T S

I T S

ITS-2

2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY7

U

S E

R N

A M

E

P L O

T D

A T E

P L O

T T E

D B

Y p w a e c o m -n a -p w .b e n tl e y .c o m :A

E C

O M

D

S

N A D o c u m e n ts -C e n tr a l T ri -S ta te D

C M W o rk P a c k a g e s I- -4

-M

S T -I

T S I T S

-4 D

G N S

H T -S

H T -I

T S -2

-D

E G .d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D

P L O

T D

R

IV

E R

P L T

D R

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PAGE SIZE:PLOT SCALE: 100.0000 ' / in. $SHEETSIZE$

REVISIONS

CONTRACT NO.

100%

E

L

A LTE

TE

L

T E

,6

"5 ,5

,6

,5

,8

"4

C

1875+00

400+00

402 405+00

1870+00 1869

5+00

95+

+00

T C

H

L

IN

E

S

T A

T

IO

N

M A

T C

H

L

IN

E

S

T A

T

IO

N

G R

A N

D

A

V E

N U

E

NORTHWEST AVE

K8

K8 K8 K3

K8 K3

TRI-STATE TOLLWAY I-29

4 (SB)

TRI-STATE TOLLWAY I-29

4 (NB)

CONDUIT / CABLE DESCRIPTION

MP 35.50

ITS-24

STA 1864+00 to STA 1876+00

ITS PROPOSED PLANLOHII

HM

STA 1867+89, 111' RT

EHH (ISHTA) (E)

STA 1867+69, 111' RT

CHH (CONDO/LEASED) (E)

STA 1867+59, 111' RT

B

STA 1871+50, 120' RT

EHH (ISHTA) (E)

STA 1871+30, 120' RT

CHH (CONDO/LEASED) (E)

STA 1874+29, 121'' RT

FUTURE DUPAGE COUNTY TIE-IN

STA 1868+99, 276' RT

CHH (ISHTA/CONDO/LEASE) (E)

STA 1872+69, 122' LT

CHH (ISHTA) (E)

D3

STA 1867+69, 125' RT

CHH (ISHTA/CONDO/LEASE) (E)

EXISTING THIRD PARTY TIE IN LOCATION

CALLOUT DESIGNATIONS.

REFER TO SHEET ITS-14 FOR ITS LEGEND AND CONDUIT / CABLE1)

1-1/C #6 (GRD) (JT817753)

2-1/C #4 (JT817754)

K8

1-1/C #2 (GRD) (JT817755)

2-1/C #3/0 (JT817759)

K12

STA. 1872+91, 145' LT

294N035.5MVD001

294N035.5CAM001

- FOC, ITS ASSEMBLY (I) (JT132830)

- GROUNDING (I) (JT134037)

- MVDS (I) (JT132845)

- CAM (I) (JT132820)

- ITS POLE MOUNTED ENCLOSURE (I) (JT132810)

- ITS POLE (I) (JT830102)

P15-50' POLE

I-25-2014

STA 1867+79, 111' RT

FO SPLICE (BY OTHERS) -

- FO CONNECTION HARDWARE, TYPE 1 (JT160340) -

CHH (ISTHA) (E)

STA 1871+40, 120' RT

- FO SPLICE (BY OTHERS)

- FO CONNECTION HARDWARE, TYPE 1 (JT160340)

2092305556

W V

W V

E

TAL E

E

J

W V

W V

,5 ,5 ,7 ,7

1"

W V

W V

1880+00

1883 1882

1885+00

420+00

415+00 414

+00

315+00

ENGINEERING GROUP

L A

K E

R T

H

A

V E

WOLF

RD

G R

A N

D

A

V E

F R

A N

K L

IN

A

V E

KEY MAP

ITS-1

ITS-1

ITS-1

ITS-2

ITS-2

ITS-2

ITS-24 ITS-25

IT

S

I T S

I T S

ITS-2

2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY7

U

S E

R N

A M

E

P L O

T D

A T E

P L O

T T E

D B

Y p w a e c o m -n a -p w .b e n tl e y .c o m :A

E C

O M

D

S

N A D o c u m e n ts -C e n tr a l T ri -S ta te D

C M W o rk P a c k a g e s I- -4

-M

S T -I

T S I T S

-4 D

G N S

H T -S

H T -I

T S -2

-D

E G .d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D

P L O

T D

R

IV

E R

P L T

D R

V L

P E

N T

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L E

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B L L

P L O

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PAGE SIZE:PLOT SCALE: 100.0000 ' / in. $SHEETSIZE$

REVISIONS

CONTRACT NO.

100%

TRI-STATE TOLLWAY I-294 (SB)

TRI-STATE TOLLWAY I-294 (NB)

SEE ITS DETAIL-23

STA. 1771+39

294S033.5RTSXXDXXX

294S033.SCAMXXDXXX

-FOC ASSEMBLY (1) (JT132830)

-WALL MOUNTED

-SERVICE PAD (JT836028)

-SITE GROUNDING - POLE MOUNTED ASSEMBLY (JT134037)

-DISCONNECT SWITCH ASSEMBLY (JT132814)

-MVDS (JT132845)

-CCTV CAMERA IST ASSEMBLY (JT135044)

-ITS CABINET (JT132820)

-ITS POLE (JT830070)

P112-50' POLE

CONDUIT / CABLE DESCRIPTION

ITS-25

STA 1876+00 to STA 1888+00

ITS PROPOSED PLAN

SEE ITS PROPOSED PLAN SHEETS ITS-XXX, FOR IPDC POWER ROUTE.5.

MOUNTED CABINET FOUNDATION DETAIL.

SEE SHEETS DET-XX TO DET-XX FOR ATM GROUND 4.

FOR BACKBONE FIBER AND POWER CONNECTIONS.

SEE ITS PROPOSED PLAN SHEET (ITS-XXX TO ITS-XXX)3.

POWER AND COMMUNICATIONS WIRING DETAIL.

SEE SHEET DET-XX AND DET-XX FOR GANTRY INTERNAL2.

SEE SHEET DET-XX FOR GANTRY SITE PLAN DETAIL.1.

LOHII

HM

04/03/2025

04/03/2025

RAMP S2

K8

K2

K2

K6

K6

STA 1878+16, 122' RT

EHH (ISHTA) (E)

STA 1878+46, 0' LT/RT

CHH (ISHTA) (E)

STA 1877+96, 122' RT

CHH (CONDO/LEASED) (E)

STA 1878+16, 122' RT

CHH (AT&T) (E)

FOC, SM, 48 FIBERS (IT) (JT160372)

FOC, SM, 72 FIBERS (ITS) (XXXXXX13)

1-1/C #2 (GRD) (JS817215)

2-1/C #3/0 (JS817218)

A

T C

H

L

IN

E

S

T A

T

IO

N

M A

T C

H

L

IN

E

S

T A

T

IO

N

2-1/C #6 (JT817753)

1-1/C #4 (GRD) (JT817754)

2-1/C #1/0 (JT817756)

K8

1-1/C #2 (GRD) (JT817755)

2-1/C #3/0 (JT817759)

BY THE CONTRACTOR PER THE CONTRACT SPECIFICTIONS.

AND GANTRY SIGNS ARE NOT SHOWN BUT SHALL BE PROVIDED

FIBER OPTIC CABLES BETWEEN ATM GANTRY CABINET6)

ATM CABINETS.

POWER GOES TO ITS DISCONNECT SWITCH BEFORE ENTERING5)

POWER CONNECTIONS.

SEE ITS PROPOSED PLAN SHEETS ITS-17 TO ITS-28 FOR ALL4)

POWER AND COMMUNICATIONS WIRING DETAILS.

REFER TO SHEET DET-24 AND DET-25 FOR ATM GANTRY INTERNAL3)

REFER TO SHEET DET-22 TO DET-32 FOR ATM GANTRY DETAILS.2)

CALLOUT DESIGNATIONS.

REFER TO SHEET ITS-14 FOR ITS LEGEND AND CONDUIT / CABLE1)

SEE NOTE 6

I-25-2014

STA 1878+06, 122' RT

- FO SPLICE (BY OTHERS)

- FO CONNECTION HARDWARE, TYPE 1 (JT160340)

CHH (ISTHA) (E)

SEE NOTE 1

STA. 1878+75

294N035.6LCS00X

- (1) LCS TYPE1 (I) (JT132094)

- (8) LCS TYPE2 (I) (JT132096)

ATM 68 (SEE NOTE 5)

SEE NOTE 1

STA. 1876+60, 126' RT

FOC, ITS ASSEMBLY (I) (JT132830) -

(1) DMS ELECTRICAL WORK TYPE 2W (I) (JT132623) -

(1) GANTRY ONLY ELECTRICAL WORK (I) (JT135095) -

ATM CABINETS (SEE NOTE 5)

STA. 1878+75

294N035.6LCS00X

- (1) DMS TYPS 2W (I) (JT132046)

- (1) LCS TYPE 1 (I) (JT132090)

- (5) LCS TYPE 2 (I) (JT132092)

ATM 69 (SEE NOTE 5)

2092305657

A LT E

E T

ETL

E

T

J

5",5"

4"

5",7" 5",8",9",10"

14"5",8",11",12",13"

5",5",6","12"

4",5"

6",8",8"

12",12",14",15",15"

6"

4",4",5",5",6",7",8"

5",7"

4",4"

8"

4"

12"

6"

6"5"

6"

9" 4"4"

4"5" 5"

5"

17"7"

8"

4",5",6"7"

4",4"

4",4" 6"5"

6"6"

5" 4"

14"

4",6",8",10",10"

12"

4",4",5"

B T

C C

C C

T

T

1895+00

1894 1893

1900+00

+00

425+00

310+00

ENGINEERING GROUP

L A

K E

R T

H

A

V E

WOLF

RD

G R

A N

D

A

V E

F R

A N

K L

IN

A

V E

KEY MAP

ITS-1

ITS-1

ITS-1

ITS-2

ITS-2

ITS-2

ITS-24 ITS-25

IT

S

I T S

I T S

ITS-2

2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE…