Illinois State Toll Highway Authority Contract No. I-25-2033 Addendum No. 3 Page 1 of 1 3/20/2026

ADDENDUM NO. 3

TO

CONTRACT REQUIREMENTS

FOR CONTRACT I-25-2033

ILLINOIS STATE TOLL HIGHWAY AUTHORITY

Date: 3/20/2026

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 on March 27, 2026.

NOTICE OF REVISION TO CONTRACT

NOTES:

1. The following revised Contract Plans are included in this Addendum:

a. Volume 1 – Drawings 114, 218 - 229

b. Volume 2 – Drawings 313 - 315, 321 - 322, 325, 391 - 392, 395

Illinois State Toll Highway Authority Contract No. I-25-2033 Addendum No. 3 Page 2 of 2 3/20/2026

CHANGES TO THE CONTRACT REQUIREMENTS

CHANGES TO THE CONTRACT DRAWINGS

Change #1 Contract Plans, Volume 1, Drawing 114, Maintenance of Traffic Schedule of Quantities. This drawing contains the following revisions:

1.1. Replaced temporary pavement marking quantity schedules with updated versions that reflect current MOT plans.

Change #2 Contract Plans, Volume 1, Drawings 218 through 222, Maintenance of Traffic Plan – Winter Stage. These drawings contain the following revisions:

2.1. Revised Lane 4 from 12’ to 13’ width for both northbound and southbound traffic.

2.2. Added the following note to Drawing 219: “LIMITS OF TEMPORARY PAVEMENT MARKING SHALL BE

ADJUSTED TO REPLACE EXISTING PAVEMENT MARKING REMOVED FOR TAPERS FOR SEGMENT 1

CONSTRUCTION”.

2.3. Removed “EXIT OPEN – 500 FEET” sign near Sta. 1424+00 NB on Drawing 220.

2.4. Adjusted configuration and signage of Ramp H merge/lane from EB Ogden Ave. to I-294 SB.

2.5. Adjusted configuration and signage of Ramp E merge/lane from I-294 NB to EB Ogden Ave.

2.6. Various updates to pay item callout locations.

Change #3 Contract Plans, Volume 1, Drawings 223 through 229, Maintenance of Traffic Plan – Stages 1A/1B, Ogden Avenue Ramps. These drawings contain the following revisions:

3.1. Revised shading of areas meant to represent work done under temporary closure to better differentiate from areas meant to represent work that was completed in previous stages.

3.2. Revised limits of overlay and location of butt joint at limits of Ogden Ramp B, C, D, G and H.

3.3. Revised configuration of gore from I-294 NB to Ogden Ramp B.

3.4. Revised configuration of gore from Ogden Ramp C to I-294 SB.

3.5. Revised configuration of gore from I-294 SB to Ogden Ramp D.

3.6. Revised configuration of ramp lane striping along Ogden Ramp G.

3.7. Revised configuration of ramp lane striping and gore at Ogden Ramp H.

Change #4 Contract Plans, Volume 2, Drawings 313 through 315 and 321 through 322, Roadway Plan Ogden

Avenue Ramps. These drawings contain the following revisions:

4.1. Revised limits of overlay and location of butt joint at limits of Ogden Ramp B, C, D, G and H (no changes to quantities as they already reflect these revised limits).

4.2. Updated pay item number for RAPID SETTING LATEX MODIFIED CONCRETE PAVEMENT PATCHING, CLASS B, TYPE II, 10 IN item in legend from JI4429XY to JI442989.

4.3. Updated description of IDOT D1 Butt Joint legend item.

Change #5 Contract Plans, Volume 2, Drawing 325, Roadway Plan Cermak Road Ramp B. This drawing contains the following revisions:

5.1. Revised location of LOW PRESSURE EPOXY INJECTION callout and added note to provide additional information regarding this work.

Change #6 Contract Plans, Volume 2, Drawings 391, 392, and 395, Roadway Profile Ogden Avenue Ramps. These drawings contain the following revisions:

6.1. Revised limits of overlay and location of butt joint at limits of Ogden Ramp B, C and D.

www.v3co.com

630.724.9202 fax

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Woodridge, IL 60517

7325 Janes Avenue

V3 Companies

JWB

DRP

I-25-2033

11/12/25

11/12/25

456114

MOTN-3

MAINTENANCE OF TRAFFIC

SCHEDULE OF QUANTITIES

3 3/20/2026 ADDENDUM NO. 3

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START/END OF TAPERS FOR FUTURE CONSRUCTION.

SEGMENT 3 AND 4 CONSTRUCTION SHALL BE ADJUSTED TO THE

*LIMITS OF FINAL PAVEMENT MARKING INSTALLED PRIOR TO

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STA. 1404+63

START OF SEGMENT 3

(SB) STA. 1405+86

END OF SEGMENT 2

(SB) STA. 1405+86

START OF SEGMENT 4

UNTIL PREVIOUS SEGMENT IS COMPLETED

**NOTE: SEGMENT WILL NOT BEGIN

ON SHEET MOTD-2

LAYOUT DETAIL

SEE SEGMENT END

ON SHEET MOTD-2

LAYOUT DETAIL

SEE SEGMENT START

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NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

OF

DRAWING NO.

TEMPORARY PAVEMENT MARKING - LINE 8" - EPOXY (DOUBLE SOLID WHITE) (70301140)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (9'S-3'D WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (SOLID YELLOW) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (25'S-25'D WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (SOLID WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (DOUBLE SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (9'S-3'D WHITE) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (25'S-25'D WHITE) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - TYPE IV TAPE (70307100)

TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - EPOXY (70301100)

A EXISTING PAVEMENT MARKING

B PAVEMENT MARKING PLACED IN PREVIOUS STAGE

C FINAL PAVEMENT MARKING

MOT PLAN LEGEND

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

TEMPORARY SIGN

DIRECTION OF TRAFFIC

WORK COMPLETED IN PREVIOUS STAGE

WORK DONE UNDER TEMPORARY CLOSURE

WORK AREA (LONG TERM CLOSURE)

ACCESS CLOSURE

TYPE III BARRICADES FOR

1400+00 1405+00 1410+00

1275+00

1280+00

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25+00

105+00

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MAINT. OF TRAFFIC PLAN - WINTER STAGE

45611/12/25

11/12/25

I-294 STA. 1412+00 TO STA. 1423+00

FOR SEGMENT 1 CONSTRUCTION.

TO REPLACE EXISTING PAVEMENT MARKING REMOVED FOR TAPERS

*LIMITS OF TEMPORARY PAVEMENT MARKING SHALL BE ADJUSTED

3 ADDENDUM NO. 33/20/2026

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NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

OF

DRAWING NO.

TEMPORARY PAVEMENT MARKING - LINE 8" - EPOXY (DOUBLE SOLID WHITE) (70301140)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (9'S-3'D WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (SOLID YELLOW) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (25'S-25'D WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (SOLID WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (DOUBLE SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (9'S-3'D WHITE) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (25'S-25'D WHITE) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - TYPE IV TAPE (70307100)

TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - EPOXY (70301100)

A EXISTING PAVEMENT MARKING

B PAVEMENT MARKING PLACED IN PREVIOUS STAGE

C FINAL PAVEMENT MARKING

MOT PLAN LEGEND

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

TEMPORARY SIGN

DIRECTION OF TRAFFIC

WORK COMPLETED IN PREVIOUS STAGE

WORK DONE UNDER TEMPORARY CLOSURE

WORK AREA (LONG TERM CLOSURE)

ACCESS CLOSURE

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MOT-86I-25-2033

MAINT. OF TRAFFIC PLAN - WINTER STAGE

45611/12/25

11/12/25

I-294 STA. 1423+00 TO STA. 1434+00

3 ADDENDUM NO. 33/20/2026

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NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

OF

DRAWING NO.

TEMPORARY PAVEMENT MARKING - LINE 8" - EPOXY (DOUBLE SOLID WHITE) (70301140)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (9'S-3'D WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (SOLID YELLOW) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (25'S-25'D WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (SOLID WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (DOUBLE SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (9'S-3'D WHITE) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (25'S-25'D WHITE) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - TYPE IV TAPE (70307100)

TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - EPOXY (70301100)

A EXISTING PAVEMENT MARKING

B PAVEMENT MARKING PLACED IN PREVIOUS STAGE

C FINAL PAVEMENT MARKING

MOT PLAN LEGEND

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

TEMPORARY SIGN

DIRECTION OF TRAFFIC

WORK COMPLETED IN PREVIOUS STAGE

WORK DONE UNDER TEMPORARY CLOSURE

WORK AREA (LONG TERM CLOSURE)

ACCESS CLOSURE

TYPE III BARRICADES FOR

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Woodridge, IL 60517

MOT-87I-25-2033

MAINT. OF TRAFFIC PLAN - WINTER STAGE

45611/12/25

11/12/25

I-294 STA. 1434+00 TO STA. 1446+00

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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.

TEMPORARY PAVEMENT MARKING - LINE 8" - EPOXY (DOUBLE SOLID WHITE) (70301140)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (9'S-3'D WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (SOLID YELLOW) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (25'S-25'D WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (SOLID WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (DOUBLE SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (9'S-3'D WHITE) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (25'S-25'D WHITE) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - TYPE IV TAPE (70307100)

TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - EPOXY (70301100)

A EXISTING PAVEMENT MARKING

B PAVEMENT MARKING PLACED IN PREVIOUS STAGE

C FINAL PAVEMENT MARKING

MOT PLAN LEGEND

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

TEMPORARY SIGN

DIRECTION OF TRAFFIC

WORK COMPLETED IN PREVIOUS STAGE

WORK DONE UNDER TEMPORARY CLOSURE

WORK AREA (LONG TERM CLOSURE)

ACCESS CLOSURE

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MAINT. OF TRAFFIC PLAN - WINTER STAGE

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£ RAMP F

£ RAMP B

£ RAMP H

£ RAMP D

£ RAMP E

£ RAMP B

£ RAMP G

£ RAMP C

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M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T

M O

T

V

C .d g n

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.

TEMPORARY PAVEMENT MARKING - LINE 8" - EPOXY (DOUBLE SOLID WHITE) (70301140)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (9'S-3'D WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (SOLID YELLOW) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (25'S-25'D WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY (SOLID WHITE) (70301120)

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (DOUBLE SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (9'S-3'D WHITE) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (25'S-25'D WHITE) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - TYPE IV TAPE (70307100)

TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - EPOXY (70301100)

A EXISTING PAVEMENT MARKING

B PAVEMENT MARKING PLACED IN PREVIOUS STAGE

C FINAL PAVEMENT MARKING

MOT PLAN LEGEND

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

TEMPORARY SIGN

DIRECTION OF TRAFFIC

WORK COMPLETED IN PREVIOUS STAGE

WORK DONE UNDER TEMPORARY CLOSURE

WORK AREA (LONG TERM CLOSURE)

ACCESS CLOSURE

TYPE III BARRICADES FOR

1450+00 1455+00

0+00

0 20

SCALE IN FEET

40 60 www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

MOT-89I-25-2033

223OGDEN AVENUE RAMP B

MAINT. OF TRAFFIC PLAN - STAGE 1A

45611/12/25

11/12/25

3 ADDENDUM NO. 3

3/20/2026

MOT SYMBOL LEGEND

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

OGDEN AVE

I-294

N B I-2

O G

D E

N A

V E

N U

E

0.00' RT

36+29.15

16.54' LT

41+20.09

0.21' RT

41+75.50

13.50' RT

40+08.49

3.50' LT

40+08.49

20.50' LT

40+12.84

20.50' LT

37+86.65

3.50' LT

37+86.65

13.50' RT

37+86.63

17'

15.5'

£ RAMP B

M

IN2

31+10.00

W20-1(0)-48

CONSTRUCTION

ROAD

500 FT

W4-1(0)-48

18.00' LT

36+74.28

45:1 TAPER

P L

T E

P L

M E

:5

:3

P

M

P L

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E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T

M O

T

V

C

R .d g n

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.

MOT TRAFFIC CONTROL DEVICES LEGEND

LANE CLOSURE TAPERS

OR DRUMS AT 25 FT CENTERS ALONG

TYPE II DIRECTION INDICATOR BARRICADES

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

TEMPORARY SIGN

DIRECTION OF TRAFFIC

STAGES

WORK COMPLETED IN PREVIOUS

CLOSURE

WORK DONE UNDER TEMPORARY

WORK AREA (LONG TERM CLOSURE)

40 60 www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

MOT-90I-25-2033

224OGDEN AVENUE RAMP C

MAINT. OF TRAFFIC PLAN - STAGE 1A

45611/12/25

11/12/25

3 ADDENDUM NO. 3

3/20/2026

MOT SYMBOL LEGEND

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

OGDEN AVE

I-294

55+00

60+

O G

D E

N A

V E

N U E

SB

I -2

O G

D E

N A

V E

N U E

45:1 TAPER45:1 TAPER

45:1 TAPER

45:1 TAPER

2.00' LT

50+62.99

19.62' LT

50+90.64

12.80' RT

51+61.96

21.20' LT

51+88.04

4.20' LT

52+00.00

4.20' LT

53+45.38

21.20' LT

53+45.38

4.20' LT

54+15.00

12.80' RT

54+15.00

21.20' LT

54+15.00

18.00' LT

55+65.23

18.50' LT

312+77.47 18.5

0' LT

313+ 17.6

.1

17'

£ RAMP C

EXIT

E5-1(0)

EXIT

OPEN

FEET

.9

L T

.5

48x48

48x36

E5-2(0)

30x24

W16-2P (0)

0.58' LT

55+78.38

21.20' LT

51+61.83

4.20' LT

51+61.93

P L

T E

P L

M E

:5

:3

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T

M O

T

V

C

R .d g n

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.

MOT TRAFFIC CONTROL DEVICES LEGEND

LANE CLOSURE TAPERS

OR DRUMS AT 25 FT CENTERS ALONG

TYPE II DIRECTION INDICATOR BARRICADES

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

TEMPORARY SIGN

DIRECTION OF TRAFFIC

STAGES

WORK COMPLETED IN PREVIOUS

CLOSURE

40 60 www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

MOT-91I-25-2033

225OGDEN AVENUE RAMP D

MAINT. OF TRAFFIC PLAN - STAGE 1A

45611/12/25

11/12/25

3 ADDENDUM NO. 33/20/2026

MOT SYMBOL LEGEND

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

OGDEN AVE

I-294

O G

D E

N

A

V E

N U

E

S B I-2

O G

D E

N

A

V E

N U

E

45:1 TAPER

45:1 TAPER

0.00' LT

74+68.21

3.50' LT

76+25.71

12.50' RT

76+25.71

3.50' LT

77+23.76

12.50' RT

79+05.33

.6

L T

.6

19.00' LT

400+00.00

4.00' LT

400+00.00

19.00' LT

401+55.00

£ RAMP D

70+45.00

W20-1(0)-48

CONSTRUCTION

ROAD

500 FT

M

IN

0.60' LT

80+35.68

17'

20.50' LT

79+05.33

17'

17.98' LT

80+18.59

20.50' LT

77+23.76

20.50' LT

75+70.48

W4-1(0)-48

23.44' LT

73+87.35

P L

T E

P L

M E

:5

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T

M O

T

V

C

R .d g n

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.

MOT TRAFFIC CONTROL DEVICES LEGEND

LANE CLOSURE TAPERS

OR DRUMS AT 25 FT CENTERS ALONG

TYPE II DIRECTION INDICATOR BARRICADES

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

TEMPORARY SIGN

DIRECTION OF TRAFFIC

STAGES

WORK COMPLETED IN PREVIOUS

CLOSURE

40 60

M A

T C

H

L

IN

E

S

T A www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

MOT-92I-25-2033

226OGDEN AVENUE RAMP G

MAINT. OF TRAFFIC PLAN - STAGE 1B

45611/12/25

11/12/25

3 3/20/2026 ADDENDUM NO. 3

MOT SYMBOL LEGEND

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

OGDEN AVE

I-294

310+00

311 312 313

45:1 TAPER

45:1 TAPER

21.20' LT

53+45.38

12.80' RT

54+15.00

18.00' LT

55+65.23

16.00' LT

311+64.97

18.50' LT

312+77.47

3.50' LT

312+77.47

12.50' RT

312+77.47

£ RAMP G

CONSTRUCTION

ROAD

AHEAD

307+00.00

W20-I103(0)-48 EX ROW

0.00' LT

310+69.49

16.00' LT

310+93.12

P L

T E

P L

M E

:5

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T

M O

T

V

C

R .d g n

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.

MOT TRAFFIC CONTROL DEVICES LEGEND

LANE CLOSURE TAPERS

OR DRUMS AT 25 FT CENTERS ALONG

TYPE II DIRECTION INDICATOR BARRICADES

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

TEMPORARY SIGN

DIRECTION OF TRAFFIC

STAGES

WORK COMPLETED IN PREVIOUS

CLOSURE

T C

H

L

IN

E

S

T A

0 20

SCALE IN FEET

40 60 www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

MOT-93I-25-2033

227OGDEN AVENUE RAMP G

MAINT. OF TRAFFIC PLAN - STAGE 1B

45611/12/25

11/12/25

3 3/20/2026 ADDENDUM NO. 3

MOT SYMBOL LEGEND

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

OGDEN AVE

I-294

315+00

O G

D E N A

V E N

U E

O G

D E N A

V E N

U E

18.50' LT

313+17.67

3.50' LT

313+17.67

.1

12.50' RT

316+58.23

W4-1

£ RAMP G

' M

IN

E X

IT

16.32' RT

317+48.52

1.24' RT

317+48.52

13.5' RT

318+59.42

2.81' RT

319+10.55

19.16' LT

316+07.66

3.50' LT

316+05.00

18.50' LT

315+99.86

P L

T E

P L

M E

:5

:0

P

M

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T

M O

T

V

C

R .d g n

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.

MOT TRAFFIC CONTROL DEVICES LEGEND

LANE CLOSURE TAPERS

OR DRUMS AT 25 FT CENTERS ALONG

TYPE II DIRECTION INDICATOR BARRICADES

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

TEMPORARY SIGN

DIRECTION OF TRAFFIC

STAGES

WORK COMPLETED IN PREVIOUS

CLOSURE

T C

H

L

IN

E

S

T A

0 20

SCALE IN FEET

40 60 www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

MOT-94I-25-2033

228OGDEN AVENUE RAMP H

MAINT. OF TRAFFIC PLAN - STAGE 1B

45611/12/25

11/12/25

3 3/20/2026 ADDENDUM NO. 3

MOT SYMBOL LEGEND

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

OGDEN AVE

I-294

400+00

O G

D E

N

A

V E

N U

E

O G

D E

N

A

V E

N U

E

45:1 TAPER

19.00' LT

400+00.00

4.00' LT

400+00.00

£ RAMP H

EXIT

OPEN

FEET

EXIT

20.50' LT

77+23.76

274.38' RT

394+58.65

2.62' LT

395+76.33

18.13' LT

395+99.72

19.00' LT

396+38.65

4.00' LT

396+38.65

12.00' RT

396+38.65

48X36

E5-2(0)

30X24

W16-2P (0)

48x36

E5-1(0)

P L

T E

P L

M E

:5

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T

M O

T

V

C

R .d g n

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.

MOT TRAFFIC CONTROL DEVICES LEGEND

LANE CLOSURE TAPERS

OR DRUMS AT 25 FT CENTERS ALONG

TYPE II DIRECTION INDICATOR BARRICADES

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

TEMPORARY SIGN

DIRECTION OF TRAFFIC

STAGES

WORK COMPLETED IN PREVIOUS

CLOSURE

T C

H

L

IN

E

S

T A

0 20

SCALE IN FEET

40 60 www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

MOT-95I-25-2033

229OGDEN AVENUE RAMP H

MAINT. OF TRAFFIC PLAN - STAGE 1B

45611/12/25

11/12/25

3 3/20/2026 ADDENDUM NO. 3

MOT SYMBOL LEGEND

TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE (SOLID WHITE) (70307140)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID YELLOW) (70307120)

TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE (SOLID WHITE) (70307120)

OGDEN AVE

I-294

405+00

401 402 403

E X R

O W

E X P

E R

M E

S M

T

EX ROW

S B I-2

45:1 TAPER

19.00' LT

401+55.00

4.00' LT

401+55.00

12.00' RT

401+55.00

£ RAMP H

12.00' RT

405+55.42

12.00' RT

405+53.00

P L

T E

P L

M E

:5

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T

M O

T

V

C

R .d g n

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.

MOT TRAFFIC CONTROL DEVICES LEGEND

LANE CLOSURE TAPERS

OR DRUMS AT 25 FT CENTERS ALONG

TYPE II DIRECTION INDICATOR BARRICADES

(25 FT CENTERS ALONG TAPERS AND RAMPS)

BURN LIGHTS IF REQUIRED AT 50 FT CENTERS

TYPE II BARRICADES OR DRUMS WITH STEADY

(25 FT CENTERS ALONG TAPERS AND RAMPS)

STEADY BURN LIGHTS AT 50 FT CENTERS

VERTICAL PANELS (SINGLE SIDED) WITH

TEMPORARY SIGN

DIRECTION OF TRAFFIC

STAGES

WORK COMPLETED IN PREVIOUS

CLOSURE

40 60 www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

RPN-30I-25-2033

313OGDEN AVENUE RAMP B

ROADWAY PLAN

11/12/25

11/12/25

3 3/20/2026 ADDENDUM NO. 3

ADDENDUM NO. 3

LEGEND

12.5 N80 (2") JI406039

SMA SHOULDER COURSE, IL

GUTTER, TYPE G-2 (JI606010)

AGGREGATE WEDGE SHOULDER, TYPE B (JI481140)

LONGITUDINAL JOINT SEALANT (JI420906)

AGGREGATE SHOULDERS SPECIAL, TYPE C (JI481070)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (3") (JI406039)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (VAR. 1.75"-3") (JI406039)

STONE MATRIX WARM MIX ASPHALT BINDER COURSE, IL-9.5, N80 (1.25") (JI406041)

STONE MATRIX WARM MIX ASPHALT SURFACE FRICTION COURSE, IL-12.5, N80 (1.75") (JI406048)

DOWEL BAR RETROFIT JT527020

CLASS B, TYPE II, 10 IN JI442989

CONCRETE PAVEMENT PATCHING,

RAPID SETTING LATEX MODIFIED

TAPER FOR RESURFACING ONLY

IDOT D1 BUTT JOINT AND HMA

N B I-2

O G

D E

N A

V E

N U

E

+79

+45

+64

4'

18'

10'

10'

+88

£ RAMP B

PAVEMENT OVERLAYRAMP ORIGINAL

SHEETS FOR ADDITIONAL WORK

SEE I-294 ROADWAY PLAN

S T

A .0

AVENUE �

OGDEN

I-294 �

PAVEMENT OVERLAYRAMP RECONSTRUCTED

P A

V E

M E

N T

O

V E

R L

A Y

M A

IN

L

IN

E

R

E C

O N

S T

R U

C T E

D P

A V

E M

E N

T

O

V E

R L

A Y

R A

M P

R

E C

O N

S T

R U

C T E

D

+24

FOR RESURFACING ONLY

BUTT JOINT AND HMA TAPER

BD-32 AND SHEET RDET-12

SEE IDOT DISTRICT 1 DETAIL

P L

T E

P L

M E

:5

:3

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T r d y

V

C .d g n

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.

OGDEN AVE

I-294

40 60 www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

RPN-31I-25-2033

314OGDEN AVENUE RAMP C

ROADWAY PLAN

11/12/25

11/12/25

3 3/20/2026 ADDENDUM NO. 3

OGDEN AVE

I-294

LEGEND

12.5 N80 (2") JI406039

SMA SHOULDER COURSE, IL

GUTTER, TYPE G-2 (JI606010)

AGGREGATE WEDGE SHOULDER, TYPE B (JI481140)

LONGITUDINAL JOINT SEALANT (JI420906)

AGGREGATE SHOULDERS SPECIAL, TYPE C (JI481070)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (3") (JI406039)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (VAR. 1.75"-3") (JI406039)

STONE MATRIX WARM MIX ASPHALT BINDER COURSE, IL-9.5, N80 (1.25") (JI406041)

STONE MATRIX WARM MIX ASPHALT SURFACE FRICTION COURSE, IL-12.5, N80 (1.75") (JI406048)

DOWEL BAR RETROFIT JT527020

CLASS B, TYPE II, 10 IN JI442989

CONCRETE PAVEMENT PATCHING,

RAPID SETTING LATEX MODIFIED

TAPER FOR RESURFACING ONLY

IDOT D1 BUTT JOINT AND HMA

55+00

60+

O G

D E

N A

V E

N U E

O G

D E

N A

V E

N U E

SB

I -2

+13

+20

18'

10'

4'

18' 6'10'

PAVEMENT O

VERLAY

RAMP O

RIG

INAL

+73

EX £ RAMP C

(SPECIAL) (JS633114)

BARRIER TERMINAL, TYPE T1-A

REMOVE AND RE-ERECT TRAFFIC

.3

.5

6 FOOT POSTS (JI630002)

BEAM GUARDRAIL, TYPE A

GALVANIZED STEEL PLATE TYPE T6B (JS633135)

BARRIER TERMINAL,

REMOVE AND RE-ERECT TRAFFIC

TYPE T6B (JS633135)

BARRIER TERMINAL,

REMOVE AND RE-ERECT TRAFFIC

.4

SPECIAL, TYPE C (JI481070)

AGGREGATE SHOULDERS

SHEETS FOR ADDITIONAL WORK

SEE I-294 ROADWAY PLAN

I-294 C/L

S T A . 1

.0

AVENUE �

OGDEN

A V

E N

U E

O G

D

PAVEMENT OVERLAY

RAMP RECONSTRUCTED

PAVEMENT O

VERLAY

RAMP R

ECONSTRUCTE

D

P A

V E

M E

N T

O

V E

R L

A Y

M A

IN

L

IN

E

R

E C

O N

S T

R U

C T E

D

P A

V E

M E

N T

O

V E

R L

A Y

R A

M P

R

E C

O N

S T

R U

C T E

D

(SPECIAL) TANGENT (JS633110)

BARRIER TERMINAL, TYPE T1

REMOVE AND RE-ERECT TRAFFIC

+87

+47

FOR RESURFACING ONLY

BUTT JOINT AND HMA TAPER

BD-32 AND SHEET RDET-12

SEE IDOT DISTRICT 1 DETAIL

P L

T E

P L

M E

:5

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T r d y

V

C .d g n

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.

40 60 www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

RPN-32I-25-2033

315OGDEN AVENUE RAMP D

ROADWAY PLAN

11/12/25

11/12/25

3 3/20/2026 ADDENDUM NO. 3

LEGEND

12.5 N80 (2") JI406039

SMA SHOULDER COURSE, IL

GUTTER, TYPE G-2 (JI606010)

AGGREGATE WEDGE SHOULDER, TYPE B (JI481140)

LONGITUDINAL JOINT SEALANT (JI420906)

AGGREGATE SHOULDERS SPECIAL, TYPE C (JI481070)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (3") (JI406039)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (VAR. 1.75"-3") (JI406039)

STONE MATRIX WARM MIX ASPHALT BINDER COURSE, IL-9.5, N80 (1.25") (JI406041)

STONE MATRIX WARM MIX ASPHALT SURFACE FRICTION COURSE, IL-12.5, N80 (1.75") (JI406048)

DOWEL BAR RETROFIT JT527020

CLASS B, TYPE II, 10 IN JI442989

CONCRETE PAVEMENT PATCHING,

RAPID SETTING LATEX MODIFIED

TAPER FOR RESURFACING ONLY

IDOT D1 BUTT JOINT AND HMA

OGDEN AVE

I-294

O G

D E

N

A

V E

N U

E

O G

D E

N

A

V E

N U

ES

B I-2

+97 +42

9+

18'

10'

11'

PAVEMENT OVERLAY

RAMP ORIGINAL

2 1

£ RAMP D

(SPECIAL) (JS633114)

BARRIER TERMINAL, TYPE T1-A

REMOVE AND RE-ERECT TRAFFIC

.7

TYPE T6B (JS633135)

TERMINAL, BARRIER

REMOVE AND RE-ERECT TRAFFIC

.0

+48

SHEETS FOR ADDITIONAL WORK

SEE I-294 ROADWAY PLAN

6 FOOT POSTS (JI630002)

BEAM GUARDRAIL, TYPE A

GALVANIZED STEEL PLATE

A V

E N

U E

O G

D E

N

AVENUE �

OGDEN

I-294 �

RDET-17

IN THE ROADWAY DETAIL SHEET

SEE OVERLAY TRANSITION DETAIL

PAVEMENT OVERLAY

RAMP RECONSTRUCTED

P A

V E

M E

N T

O

V E

R L

A Y

R A

M P

R

E C

O N

S T

R U

C T

E D

P A

V E

M E

N T

O

V E

R L

A Y

M A

IN

L

IN

E

R

E C

O N

S T

R U

C T

E D

+88

FOR RESURFACING ONLY

BUTT JOINT AND HMA TAPER

BD-32 AND SHEET RDET-12

SEE IDOT DISTRICT 1 DETAIL

P L

T E

P L

M E

:5

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T r d y

V

C .d g n

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.

T C

H

L

IN

E

S

T A

0 20

SCALE IN FEET

40 60 www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

I-25-2033

OGDEN AVENUE RAMP G

ROADWAY PLAN

RPN-38

32111/12/25

11/12/25

3 3/20/2026 ADDENDUM NO. 3

LEGEND

12.5 N80 (2") JI406039

SMA SHOULDER COURSE, IL

GUTTER, TYPE G-2 (JI606010)

AGGREGATE WEDGE SHOULDER, TYPE B (JI481140)

LONGITUDINAL JOINT SEALANT (JI420906)

AGGREGATE SHOULDERS SPECIAL, TYPE C (JI481070)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (3") (JI406039)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (VAR. 1.75"-3") (JI406039)

STONE MATRIX WARM MIX ASPHALT BINDER COURSE, IL-9.5, N80 (1.25") (JI406041)

STONE MATRIX WARM MIX ASPHALT SURFACE FRICTION COURSE, IL-12.5, N80 (1.75") (JI406048)

DOWEL BAR RETROFIT JT527020

CLASS B, TYPE II, 10 IN JI442989

CONCRETE PAVEMENT PATCHING,

RAPID SETTING LATEX MODIFIED

TAPER FOR RESURFACING ONLY

IDOT D1 BUTT JOINT AND HMA

OGDEN AVE

I-294

315+00

312 313

O G

D E

N A

V E

N U E

2+

EX £ RAMP C

PAVEMENT OVERLAY

RAMP ORIGINAL

£ RAMP G

C O

N N

E C

T

IN

T O

E

X

IS

T

IN

G

G

U A

R D

R A

IL

(SPECIAL) (JS633114)

BARRIER TERMINAL, TYPE T1-A

REMOVE AND RE-ERECT TRAFFIC

.3

6 FOOT POSTS (JI630002)

BEAM GUARDRAIL, TYPE A

GALVANIZED STEEL PLATETYPE T6B (JS633135)

BARRIER TERMINAL,

REMOVE AND RE-ERECT TRAFFIC

SPECIAL, TYPE C (JI481070)

AGGREGATE SHOULDERS

EX ROW

OGDEN AVENUE �

O G

D E

N A

V E

N U

E

PAVEMENT OVERLAY

RAMP RECONSTRUCTED

FOR RESURFACING ONLY

BUTT JOINT AND HMA TAPER

BD-32 AND SHEET RDET-12

SEE IDOT DISTRICT 1 DETAIL

F O

R

R

E S

U R

F A

C

IN

G

O

N L

Y

B U

T T

JO

IN

T

A

N D

H

M A

T

A P E

R

B D -3

A

N D

S

H E

E T

R

D E

T -1

S E

E

ID

O T

D

IS

T R

IC

T

D

E T

A

IL

P L

T E

P L

M E

:5

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T r d y

V

C .d g n

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.

T C

H

L

IN

E

S

T A

0 20

SCALE IN FEET

40 60 www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

I-25-2033

OGDEN AVENUE RAMP H

ROADWAY PLAN

RPN-39

32211/12/25

11/12/25

3 3/20/2026 ADDENDUM NO. 3

LEGEND

12.5 N80 (2") JI406039

SMA SHOULDER COURSE, IL

GUTTER, TYPE G-2 (JI606010)

AGGREGATE WEDGE SHOULDER, TYPE B (JI481140)

LONGITUDINAL JOINT SEALANT (JI420906)

AGGREGATE SHOULDERS SPECIAL, TYPE C (JI481070)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (3") (JI406039)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (VAR. 1.75"-3") (JI406039)

STONE MATRIX WARM MIX ASPHALT BINDER COURSE, IL-9.5, N80 (1.25") (JI406041)

STONE MATRIX WARM MIX ASPHALT SURFACE FRICTION COURSE, IL-12.5, N80 (1.75") (JI406048)

DOWEL BAR RETROFIT JT527020

CLASS B, TYPE II, 10 IN JI442989

CONCRETE PAVEMENT PATCHING,

RAPID SETTING LATEX MODIFIED

TAPER FOR RESURFACING ONLY

IDOT D1 BUTT JOINT AND HMA

OGDEN AVE

I-294

400+00

O G

D E

N

A

V E

N U

E

O G

D E

N

A

V E

N U

E

£ RAMP H

CONNECT INTO EXISTING GUARDRAIL

6 FOOT POSTS (JI630002)

BEAM GUARDRAIL, TYPE A

GALVANIZED STEEL PLATE

(SPECIAL) (JS633114)

BARRIER TERMINAL, TYPE T1-A

REMOVE AND RE-ERECT TRAFFIC

.7

TYPE T6B (JS633135)

TERMINAL, BARRIER

REMOVE AND RE-ERECT TRAFFIC

.0

SPECIAL, TYPE C (JI481070)

AGGREGATE SHOULDERS

O G

D E

N A

V E

N U

E

OGDEN AVENUE �

PAVEMENT OVERLAY

RAMP RECONSTRUCTED

FOR RESURFACING ONLY

BUTT JOINT AND HMA TAPER

BD-32 AND SHEET RDET-12

SEE IDOT DISTRICT 1 DETAIL

P L

T E

P L

M E

:5

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T r d y

V

C .d g n

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.

RPN-42

0 20

SCALE IN FEET

40 60

CERMAK ROAD RAMP B

ROADWAY PLAN3 03/20/2026 ADDENDUM NO.3

50+00

51 52 53

N B I-2

180'25'35'

C E

R M

A K

R

O A

D

207'

WWW.OSEHINC.COM

CHICAGO, IL 60607

SUITE 603

910 W. VAN BUREN ST

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.

DESCRIPTIONDATENO.

SHEET NO.

SM

DESIGNED BY: DATE:

CC

DATE:

MM

CHECKED BY: DATE:

DRAWN BY:

MILESTONE:

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY03/20/2026

03/20/2026

03/20/2026

CONTRACT NO.

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 w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -1

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

-D

U R T

D

G N S

H T -3 -S

H T -R

D Y -O

S E

H -0

.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

A B

L E

P E

N T

B L L

P L O

T T

IM

E

:2

:2

P

PAGE SIZE:PLOT SCALE: 40.0000 ' / in. 17x11 (in.)

REVISIONS

I-25-2033

¡ CERMAK RD

£ RAMP B

£ RAMP B1

RAMP B1 STA. 50+74

BEGIN RAMP OVERLAY

RAMP B STA. 10+42

END RAMP OVERLAY

+15

+40

+07

RAMP B STA. 4+80

BEGIN RAMP OVERLAY

1 2

3 3

RAMP B STA. 9+04

TRANSVERSE CRACKS

END PAVEMENT PATCHING FOR

RAMP B STA. 8+74

TRANSVERSE CRACKS

BEGIN PAVEMENT PATCHING FOR

+RAM

P

B1

+82

10'18'4'

4'

18'

10'

SEE NOTE 1

8'

ONE JOINT PER PIPE.

(BETWEEN THE WEST AND EAST PIPE SECTIONS FROM THE SOUTH),

APPROXIMATELY 4 FEET IN FROM THE SOUTH END OF EACH PIPE

CIRCUMFERENTIAL JOINT IN FROM THE SOUTH HEADWALL,

OF THE TWO EXISTING 60-INCH CULVERT JOINT GAPS AT THE FIRST

LOW PRESSURE EPOXY INJECTION (JS121200) SHALL BE FOR REPAIR

NOTE:

1.

SEE TOLLWAY STANDARD A4

BUTT JOINT, TOLLWAY TYPE 2

SEE IDOT DISTRICT 1 DETAIL BD-32

BUTT JOINT, IDOT RESURFACING

PROPOSED ROADWAY LEGEND

10 LOOP DETECTOR INSTALLATION (JS130210)

LOW PRESSURE EPOXY INJECTION (JS121200)

GUTTER, TYPE G-2 (JI606010)

AGGREGATE WEDGE SHOULDER, TYPE B (JI481140)

SUBBASE GRANULAR MATERIAL, TYPE B (31101100)

CLASS D PATCHES, TYPE IV, 6" (44201723)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (3") (JI406039)

STONE MATRIX WARM MIX ASPHALT SHOULDER COURSE, IL 12.5, N80 (VR. 1.75"-3") (JI406039)

STONE MATRIX WARM MIX ASPHALT BINDER COURSE, IL-9.5, N80 (1.25") (JI406041)

STONE MATRIX WARM MIX ASPHALT SURFACE FRICTION COURSE, IL-12.5, N80 (1.75") (JI406048)

PATCHING, CLASS B, TYPE IV, 12 INCHES

RAPID SETTING LATEX MODIFIED CONCRETE PAVEMENT

2.0%

4.0%

-2.0%

0.0%

6.0%

8.0%

-4.0%

2.0%

4.0%

-2.0%

0.0%

6.0%

8.0%

-4.0%

-6.0%-6.0%

-8.0% www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

RDP-66I-25-2033

391OGDEN AVENUE RAMP B

11/12/25

11/12/25

-8.0%

CONDITIONS

AND SUBJECT TO CHANGE DUE TO FIELD

ALL VALUES SHOWN ARE THEORETICAL2.

LOWER THAN PR PAVEMENT ELEVATIONS

EX PAVEMENT ELEVATIONS ARE 3"1.

NOTES:

DETAIL

** SEE SHOULDER MILLING TRANSITION

AT THE DIRECTION OF THE ENGINEER

SECTION 2.6.4 SHALL BE REPLACED

TOLLWAY ROADWAY DESIGN CRITERIA

MEETING REQUIREMENTS OF ILLINOIS

* SHOULDERS WITH CROSS SLOPES NOT

ROADWAY PROFILE & SUPERELEVATION

E X

E

L E

V

P R

E

L E

V

3 3/20/2026 ADDENDUM NO. 3

-8.0% PR RT SHOULDER

-5.5% EX RT SHOULDER

60.00'

OVERLAY TO MATCH EX LT EOP CROSS SLOPES *

OVERLAY TO MATCH EX LT SHOULDER CROSS SLOPES *

OVERLAY TO MATCH EX RT SHOULDER CROSS SLOPES *

TRANSITION**

TRANSITION**

CROSS SLOPES *

AND SHOULDER

EX LT EOP

OVERLAY TO MATCH

TRANSITION**

TRANSITION**

78'

5.5% PR LT SHOULDER

60'

SEE PREVIOUS SHEET

37+00 38+00 39+00 40+00 41+00 42+00

.4

.7

.7

.8

.8

.9

.8

.9

.9

.0

.8

.7

.2

30+00 31+00 32+00 33+00 34+00 35+00 36+00

.2

.9

.5

.1

.6

.2

.7

.8

.7

.4

.1

.6

-0.45% -0.86%

-0.92%

-0.92% -2.73%

V P I

S T

A

.0

E L

.9

-2.73% +4.0 0%

180.00' V.C.

K = 27 ex = 1.51'

.0

E

L

.4

.0

E

L

.5

PR 3" OVERLAY

PGL

PR RAMP B

AT PR PGL

EX GROUND

SEE PREVIOUS SHEET

DETAIL BD-32

PER IDOT D1

BUTT JOINT

60.00'

O

V E

R L

A Y

E

T E

P L

M E

:5

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T r d y p r f

V

C .d g n

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.

2.0%

4.0%

-2.0%

0.0%

6.0%

8.0%

-4.0%

-6.0%

-8.0%

2.0%

4.0%

-2.0%

0.0%

6.0%

8.0%

-4.0%

-6.0%

-8.0% www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

RDP-67I-25-2033

392OGDEN AVENUE RAMP C

50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00

11/12/25

11/12/25

DETAIL

** SEE SHOULDER MILLING TRANSITION

AT THE DIRECTION OF THE ENGINEER

SECTION 2.6.4 SHALL BE REPLACED

TOLLWAY ROADWAY DESIGN CRITERIA

MEETING REQUIREMENTS OF ILLINOIS

* SHOULDERS WITH CROSS SLOPES NOT

DETAIL

** SEE SHOULDER MILLING TRANSITION

AT THE DIRECTION OF THE ENGINEER

SECTION 2.6.4 SHALL BE REPLACED

TOLLWAY ROADWAY DESIGN CRITERIA

MEETING REQUIREMENTS OF ILLINOIS

* SHOULDERRS WITH CROSS SLOPES NOT

ROADWAY PROFILE & SUPERELEVATION

E X

E

L E

V

P R

E

L E

V

3 3/20/2026 ADDENDUM NO. 3

.9

.8

.9

.9

.6

.3

.2

.0

.8

V P I

S T

A

.0

E L

.5

-4.44%

+0.50%

+0.50% +0.10%

+0.10% +0.53%

.1

.8

.6

.4

.2

.6

.8

.9

.1

.2

.3

.4

.6

.9

AT PR PGL

EX GROUND

PR RAMP C PGL

PR 3" OVERLAY

DETAIL BD-32

PER IDOT D1

BUTT JOINT

O

V E

R L

A Y

B

E

IN

SEE NEXT SHEET

60.00'

-8.0% PR RT SHOULDER

-5.5% EX RT SHOULDER

2 1 .8

LT SHOULDER CROSS SLOPES *

OVERLAY TO MATCH EX 5

OVERLAY TO MATCH EX LT EOP CROSS SLOPES *

LT SHOULDER CROSS SLOPES *

OVERLAY TO MATCH EX

RT SHOULDER CROSS SLOPES *

OVERLAY TO MATCH EX

38'

TRANSITION**

SHOULDER

5.17% EX LT

1.0% PR LT SHOULDER

28'

TRANSITION** TRANSITION**

85'

SEE NEXT SHEET

P L

T E

P L

M E

:5

:2

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T r d y p r f

V

C .d g n

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.

2.0%

4.0%

-2.0%

0.0%

6.0%

8.0%

-4.0%

-6.0%

-8.0%

2.0%

4.0%

-2.0%

0.0%

6.0%

8.0%

-4.0%

-6.0%

-8.0% www.v3co.com

630.724.9202 fax

630.724.9200 phone

Woodridge, IL 60517

RDP-70I-25-2033

395OGDEN AVENUE RAMP D

11/12/25

11/12/25

DETAIL

** SEE SHOULDER MILLING TRANSITION

AT THE DIRECTION OF THE ENGINEER

SECTION 2.6.4 SHALL BE REPLACED

TOLLWAY ROADWAY DESIGN CRITERIA

MEETING REQUIREMENTS OF ILLINOIS

* SHOULDERS WITH CROSS SLOPES NOT

CONDITIONS

AND SUBJECT TO CHANGE DUE TO FIELD

ALL VALUES SHOWN ARE THEORETICAL2.

LOWER THAN PR PAVEMENT ELEVATIONS

EX PAVEMENT ELEVATIONS ARE 3"1.

NOTES:

ROADWAY PROFILE & SUPERELEVATION

P R

E

L E

V

E X

E

L E

V

3 3/20/2026 ADDENDUM NO. 3

70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00

.7

.0

.4

.2

.0

.0

.8

.7

.6

.4

.2

.1

.0

.2

.7

67+00 68+00 69+00

PR RAMP D PGL

EX GROUND AT PR PGL

+0.51% -1.95%

V P I

S T

A

.0

E L

.5

-1.95% +4.0 0%

73+00 74+00 75+00 76+00

.0

.9

.2

.4

.2

.2

.2

.2

PR 3" OVERLAY

60.00'

DETAIL BD-32

PER IDOT D1

BUTT JOINT

E

N D

O

V E

R L

A Y

SEE PREVIOUS SHEET

-5.5% EX RT SHOULDER

-8.0% PR RT SHOULDER

LT SHOULDER CROSS SLOPES *

OVERLAY TO MATCH EX

AND SHOULDER CROSS SLOPES *

OVERLAY TO MATCH EX LT EOP

OVERLAY TO MATCH EX LT EOP CROSS SLOPES *

RT SHOULDER CROSS SLOPES *

OVERLAY TO MATCH EX

38'

TRANSITION**

TRANSITION**

60'

TRANSITION**

47'

5.5% PR LT SHOULDER

SEE PREVIOUS SHEET

SEE PREVIOUS SHEET

P L

T E

P L

M E

:5

:2

P L

A L

E

.0 i n

F I

M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a

M c k a g e s I

D U

R

N

S

H T S

H T r d y p r f

V

C .d g n

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.