Attachment 2 - Plans.pdf

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C-2

SUMMARY OF QUANTITIES AND GENERAL NOTES

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

O

O w r P r o jI m p l\

P r o je c ts

\I ll in o is M ic h ig a n

C a n a l\

C A

D D

\O p e n

R o a d s \I

M S p il lw a y

G e n

N o te s .d g n

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

NATURAL RESOURCES

DEPARTMENT OF

ILLINOIS

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

SUMMARY OF QUANTITIES

CODE NO. UNIT

67100100 MOBILIZATION L SUM 1

59300100 CONTROLLED LOW-STRENGTH MATERIAL CU YD 7

* INDICATES SPECIAL PROVISION ITEM

1EACH

PAY ITEM DESCRIPTION

50201101

50100400 REMOVAL OF EXISTING STRUCTURES NO. 2 EACH

50100300 REMOVAL OF EXISTING STRUCTURES NO. 1 EACH

50300225 CONCRETE STRUCTURES

50800105

CU YD 0.80

REINFORCEMENT BARS POUND 90

COFFERDAM (TYPE 1) (LOCATION-1)

50201102

QUANTITY

50100600 REMOVAL OF EXISTING STRUCTURES NO. 4 EACH

50100500 REMOVAL OF EXISTING STRUCTURES NO. 3 EACH

50500405 FURNISHING AND ERECTING STRUCTURAL STEEL POUND 1269

50700105 TREATED TIMBER F.B.M. 1875

50201103 1

GENERAL NOTES

COFFERDAM.

WATER PRIOR TO WATER BEING RE-INTRODUCED INTO THE DOWNSTREAM WATERWAY. THE COST SHALL BE INCLUDED WITH THE

THE CONTRACTOR SHALL COMPLY WITH THE ACOE PERMIT INCLUDING THE REMOVAL OF SEDIMENT FROM SEDIMENT-LADEN 9.

NEARBY PARKING LOTS SHALL REMAIN OPEN FOR PUBLIC USE.8.

VISITORS AND SITE PERSONNEL OPERATIONS. COST OF COORDINATION INCLUDED IN THE CONTRACT.

CONTRACTOR SHALL COORDINATE SCHEDULE ACTIVITIES WITH IDNR SITE SUPERINTENDENT TO MINIMIZE DISRUPTION TO THE 7.

OTHERWISE.

ALL TIMBER MEMBERS SHALL MEET THE REQUIREMENTS OF SECTION 1007 OF THE STANDARD SPECIFICATIONS, UNLESS NOTED 6.

ENGINEER.

LAYOUT OF THE SLOPE PROTECTION SYSTEM MAY BE VARIED TO SUIT GROUND CONDITIONS IN THE FIELD AS DIRECTED BY THE 5.

SHALL BE APPROVED BY THE ENGINEER. THE COST SHALL BE INCLUDED IN THE EXCAVATION.

ALL OPEN EXCAVATIONS ARE TO BE SURROUNDED WITH A FOUR FOOT HIGH CONSTRUCTION FENCE. THE FENCE MATERIAL 4.

CONSTRUCTION OPERATIONS.

107.20 OF THE STANDARD SPECIFICATIONS, PRIVATE OF PUBLIC PROPERTY WHICH HAS BEEN DAMAGED OR DESTROYED DUE TO

THE CONTRACTOR SHALL PROTECT AND RESTORE AT NO ADDITIONAL COST TO THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 3.

SHALL BE APPROVED BY THE ENGINEER AND ALL COSTS SHALL BE INCLUDED IN THE CONTRACT.

THE LOCATION, MAINTENANCE, REMOVAL AND RESTORATION TO ORIGINAL CONDITION OF ALL HAUL ROADS AND PARKING AREAS 2.

ALL ELEVATIONS REFER TO NAVD (NORTH AMERICAN VERTICAL DATUM) 1988. ALL COORDINATES ARE NAD 1983 (2011).1.

NOTES

CONTRACTOR IS WORKING. THE SIGNS SHALL BE REMOVED WHEN THE CONTRACTOR IS NOT WORKING.

PEDESTRIAN TRAFFICE CONTROL SIGNS SHALL BE PLACED ON THE TRAIL DURING THE HOURS THE

PEDESTRIAN TRAFFIC CONTROL6.

LOCATIONS DIRECTED BY THE SITE SUPERINTENDENT AT NO ADDITIONAL COST TO THE DEPARTMENT.

REMOVED. ALL DISTURBED EARTH AREAS SHALL BE GRADED, SEEDED AND MULCH METHOD 1 AT

WORK AREAS, STAGING AREAS AND ALL AFFECTED AREAS SHALL BE FINISH GRADED AND DEBRIS

CLEAN-UP5.

PATHS OR TEMPORARY ACCESS PATHS APPROVED BY THE SITE SUPERINTENDENT.

VEHICLES SUCH AS PICK-UP TRUCKS, ATV'S OR TRACK STEERS. VEHICLES MUST STAY ON ESTABLISHED

WITHIN THE SITE: TRANSPORT MATERIALS, EQUIPMENT AND WORKERS ONLY WITH LIGHT-WEIGHT

SITE TRANSPORT4.

CONTROL BLANKET.

EXPOSED FOR 7 DAYS OR LONGER. NO PVC NETTING SHALL BE ALLOWED IN THE TEMPORARY EROSION

OVER DISTURBED AREAS AT NO ADDITIONAL COST TO THE DEPARTMENT IF DISTURBED AREAS ARE LEFT

CONTRACTOR SHALL PROVIDE TEMPORARY EROSION CONTROL BLANKET AND TEMPORARY SEEDING

EROSION CONTROL3.

THE TRAIL SHALL NOT BE USED AS A STORAGE AREA.B.

SUPERINTENDENT.

TRAIL. THE STAGING AREAS SHALL BE COORDINATED WITH AND ACCEPTABLE TO THE SITE

STORAGE OF EQUIPMENT AND MATERIALS SHALL BE STORED IN AREAS NEAR OR ADJACENT TO THEA.

STAGING AREAS2.

SUPERINTENDENT.

ACCESS THROUGH LOCKED GATES SHALL BE COORDINATED WITH AND ACCEPTABLE TO THE SITE

CONTRACTOR SHALL ACCESS THE TRAIL FROM THE LOCATIONS SHOWN ON THE PLAN SHEETS. TRAIL

ACCESS1.

CANAL. THE SITE HAS SPECIAL REQUIREMENTS AND LIMITATIONS THAT INCLUDE:

STOPLOGS AND STEEL SUPPORTS FOR THE STOPLOGS AT FOUR SPILLWAYS ALONG THE ILLINOIS-MICHIGAN

THIS PROJECT INCLUDES THE REMOVAL OF EXISTING STOPLOGS AND THE INSTALLATION OF NEW TIMBER

JTC LEL

50201104 1

EACHCOFFERDAM (TYPE 1) (LOCATION-2)

EACHCOFFERDAM (TYPE 1) (LOCATION-3)

EACHCOFFERDAM (TYPE 1) (LOCATION-4)

NR704001 TRAFFIC CONTROL AND PROTECTION, SPECIAL L SUM* 1

JULIE 1-800-892-0123

NAME ADDRESS PHONE NUMBER

UTILITY REFERENCE TABLE

1-815-942-1401

G11629@ATT.COM -

COMED

ATT/DISTRIBUTION

MORRIS, CITY OF

NICOR GAS

PLANSUBMITTALSANDMAPREQUESTS@EXELONCORP.COM

RYANHANSEN@CHAMLIN.COM

PAPERMILL SPILLWAY

AUX SABLE WEST & EAST SPILLWAY

G11629@ATT.COM -

COMED

ATT/DISTRIBUTION

PLANSUBMITTALSANDMAPREQUESTS@EXELONCORP.COM

KANKAKEE SPILLWAY

G11629@ATT.COM -ATT/DISTRIBUTION

LTM

c

CEMETERY RD

TRAIL ACCESS FROM

(SOUTH SIDE OF CANAL)

PAPER MILL SPILLWAY

(SOUTH SIDE OF CANAL)

AUX SABLE WEST SPILLWAY

FROM TABLER RD

AUX SABLE EAST

TRAIL ACCESS TO

SOUTH SIDE OF CANAL)

KANKAKEE SPILLWAY (

PAPER MILL SPILLWAY

AUX SABLE WEST SPILLWAY

AUX SABLE EAST SPILLWAY

KANKAKEE SPILLWAY

I & M CANAL

CEMETERY RD.

KANKAKEE SPILLWAY FROM

WEST TRAIL ACCESS TO

TYPE II BARRICADE

MOUNTED ON

MOUNTED ON TYPE II BARRICADE

MOUNTED ON TYPE II BARRICADE

TYPE II BARRICADE

MOUNTED ON

NATURAL RESOURCES

DEPARTMENT OF

ILLINOIS

DRESDEN LOCK & DAM

TO KANKAKEE SPILLWAY

I&M TRAIL FROM CEMETERY RD.

PROTECT IN PLACE.

DO NOT USE.

PEDESTRIAN BRIDGE

COUNTY

DISTRICT OF WILL

FOREST PRESERVE

MCKINLEY WOODS

2.1 MILES TO DRESDEN LOCK

2.6 MILES TO CEMETERY RD

2.7 MILES TO WALNUT LN

CEMETERY RD

CEMETERY RD

CEMETERY RD

TABLER RD

MCLINDEN RD

E HANSEL RD

WOODS RD

S MCKINLEY

BLACKBERRY LN

S WALNUT LN

ARMSTRONG ST

WASHINGTON ST

WEST FROM PARKING LOT

TRAIL ACCESS TO AUX SABLE

I&M TRAIL 8'± WIDE

TYPE II BARRICADE

MOUNTED ON

PRICE ST 0.6 MILES±

BARRICADE PLACE AT

MOUNTED ON TYPE II

CEMETERY RD 4.2 MILES±

BARRICADE PLACE AT

MOUNTED ON TYPE II

MOUNTED ON TYPE II BARRICADE

CEMETERY RD 2.2 MILES±

BARRICADE PLACED AT

MOUNTED ON TYPE II

PROTECT IN PLACE

DO NOT CROSS BRIDGE,

(SOUTH SIDE OF CANAL)

AUX SABLE EAST SPILLWAY

S WALNUT LN 2.7 MILES±

PEDESTRIAN BRIDGE AND AT

BARRICADE PLACED AT

MOUNTED ON TYPE II

CEMETERY RD GATE

BARRICADE PLACED AT

MOUNTED ON TYPE II

PROTECT IN PLACE.

DO NOT USE.

PEDESTRIAN BRIDGE

© 2025 Microsoft Corporation Earthstar Geographics SIO

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C-3

LOCATION MAP: PEDESTRIAN TRAFFIC CONTROL

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

Miles

0 0.5 1

SEE PAPER MILL SITE

SEE AUX SABLE SITE

SEE KANKAKEE SITE

Feet

0 500 1000

MORRIS

CLOSED

TRAIL

CLOSED

TRAIL

CLOSED

TRAIL

CLOSED

TRAIL

PAPER MILL SITE AUX SABLE SITE KANKAKEE SITE

O

O w r P r o jI m p l\

P r o je c ts

\I ll in o is M ic h ig a n

C a n a l\

C A

D D

\O p e n

R o a d s \I

M S p il lw a y

L

O C

A T

I O

N M

A P

D .d g n

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

JTC LEL

CEM

ETE

RY

RD

ARMSTRONG ST

W A

S H

IN

G T

O N S

T

CEMETE

RY R

D

C E

M E T E R Y R

D

T A

B L

E R

R D

D E S P

LA

IN

E S R

IV

E R

K A N

K A K E E R

IV

E R

IL

LI

NOI

S

RI

VER

AHEAD

CLOSED

TRAIL

AHEAD

CLOSED

TRAIL

Feet

0 500 1000

Feet

0 500 1000

AHEAD

CLOSED

TRAIL

AHEAD

CLOSED

TRAIL

AHEAD

CLOSED

TRAIL

AHEAD

CLOSED

TRAIL

AHEAD

CLOSED

TRAIL

NORTH

LTM

NATURAL RESOURCES

DEPARTMENT OF

ILLINOIS

PLAN-STOPLOG

5"

8" 8"

5"

" CHAMFER (4 CORNERS)4

GALVANIZE ALL HARDWARE

WASHERS (F436)

NUTS (A563)

" DIA THREADED ROD (A307 OR A36)2

" DIA HOLE FOR16

TYPICAL SECTION-EXISTING STOPLOG REMOVAL DETAIL

TIMBER STOPLOGS TO BE REMOVED

A U

X S

A B

L E

E A

S T

A

U X

S A

B L

E W

E S

T

P A

P E

R M

IL

L

TOP OF CONCRETE & SILT VARIES

CONCRETE WALL

1'-4" EXIST REINFORCED

"2 11"2

12"2

(ACTUAL)

"2

SECTION THRU STOPLOG

(A

C T

U A

L

O

R

O R

STOPLOGS ONLY.

@ MIDHEIGHT AS SHOWN FOR 6" AND 4"

(A307 OR A36) NUTS (A563) WASHERS (F436)

" DIA THREADED ROD 2

1" DIA HOLE FOR 16

9 �

ADHESIVE 300 OR EQUAL)

PERFORMANCE RUBBER & GASKET

ADHERED TO STOPLOG (3M HIGH

LENGTH OF STOPLOG AND FULLY

" X 5" NEOPRENE GASKET FULL 8

8" (STAGGER FOR 4")

FLAT HEAD SCREW (316) @

" STAINLESS STEEL 4

1#8 X 1

PROPOSED TYPICAL SECTION-STOPLOG

-6 x

T

IM

B E

R S

T O

P L

O G

S

M

A X

A

U X

S A

B L

E E

A S

T

-6 x

T

IM

B E

R S

T O

P L

O G

S

M

A X

A

U X

S A

B L

E W

E S

T

-6 x

T

IM

B E

R S

T O

P L

O G

S

M

A X

P

A P

E R

M

IL

L

CONCRETE WALL

1'-4" EXIST REINFORCED

PROPOSED TOP OF STOPLOGS

ILLINOIS-MICHIGAN CANAL

LENGTH OF WALL

FULL WIDTH AND FULL

CONCRETE REPAIR MATERIAL

SURFACE AND APPLY

PRESSURE WASH EXISTING

" NEOPRENE GASKET8

M

A X

VARIES

EXIST GRADE

8'-5"

SEE DETAIL A

DETAIL A

NEOPRENE GASKET

BE RECESSED INTO THE

HEAD OF SCREW SHALL

" SS SCREW4

1#8 X 1

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S-2

PAPER MILL, AUX SABLE E & W DETAILS

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

O O w rP ro jI m p l\ P ro je c ts

\I ll in o is

-M ic h ig a n C a n a l\ C

A D

D \O p e n R o a d s \I M

-S p il lw a y D e ta il s .d g n

PAPER MILL AND AUX SABLES STOPLOG LIST

UNITSIZE-NOMINAL QUANTITY

PAY ITEM DESCRIPTION UNIT QUANTITY

SITE SUPERINTENDENT.

THE STOPLOGS NOT INSTALLED SHALL BE DELIVERED ON SITE TO THE 2.

PAYMENT, BUT SHALL BE INCLUDED IN THE COST OF TREATED TIMBER.

NEOPRENE GASKET AND HARDWARE WILL NOT BE MEASURED FOR 1.

NOTES:

EACH

EACH

EACH

6X6 X 8'-5"

4X6 X 8'-5"

2X6 X 8'-5"

BILL OF MATERIALS

F.B.M. 959TREATED TIMBER

JTC LEL

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

LTM

S

(LOCATION 1)

COFFERDAM (TYPE 1)

SHEET S-6

SUPPORT DETAILS ON

SEE STOPLOG MIDSPAN

(EA ABUTMENT)

DETAIL ON SHEET S-6

SEE STOPLOG END SUPPORT

SEE SHEET S-2

PROPOSED STOPLOGS

PROTECT IN PLACE

EXIST BRIDGE RAIL

PROPOSED STOPLOGS

8' WIDE TRAIL

PROTECT IN PLACE

EXIST BRIDGE RAIL

EXIST 4" VENT

PROTECT IN PLACE

EXIST BRIDGE RAIL

EXIST ABUTMENT WINGWALL

7 CU YD

(WEST ABUTMENT),

FILL VOID WITH CLSM

4'-6" VOID

STOPLOG SEAT

WEST ABUTMENT

3" Ø CORE AS SHOWN

EXISTING APRON

3" Ø CORE THRU �

SHRINKING GROUT

FILL CORE WITH NON

SLAB

CONCRETE

EXISTING

WITH CLSM

FILL JOINT

FILL WITH CLSM

WALL

ABUTMENT

EXISTING

NATURAL RESOURCES

DEPARTMENT OF

ILLINOIS

30'-0"

SECTION - PAPER MILL SPILLWAY STRUCTUREELEVATION - PAPER MILL SPILLWAY STRUCTURE

PLAN - PAPER MILL SPILLWAY STRUCTURE

17'-2"

8'-7" 8'-7"

I&M CANAL

45°

H E

IG

H

T S

T O

P L

O G

M

A X

TOP OF EXIST DECK

1'-0"

9'-9" 2'-11"

H E

IG

H

T S

T O

P L

O G

M

A X

CANAL BED

MATERIAL.

COST OF CORING TO BE INCLUDED WITH CONTROLLED LOW-STRENGTH 3.

STRENGTH AND NO COHESION.

CANAL ARE ANTICIPATED TO BE SATURATED SILTS WITH LOW SHEAR

NO BORINGS WERE TAKEN IN THE I&M CANAL. THE SOILS IN THE I&M 2.

STOPLOG HEIGHT PLUS ONE FOOT.

ESTIMATE WATER SURFACE ELEVATION (EWSE) SHALL BE THE EXISTING

WITH ARTICLE 502.06 OF THE STANDARD SPECIFICATIONS. THE

THE CONTRACTOR SHALL SUBMIT A COFFERDAM PLAN IN ACCORDANCE 1.

NOTES:

H E

IG

H

T S

T O

P L

O G

E X

IS

T

IN

G

8'-0" EXISTING TRAIL

1'-9"

H E

IG

H

T S

T O

P L

O G

E X

IS

T

IN

G

2'- 6"

A

A

2'-0"

"±4

SECTION A - EXPANSION JOINT REPAIR

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PAPER MILL SPILLWAY PLAN AND ELEVATION

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

O O w rP ro jI m p l\ P ro je c ts

\I ll in o is

-M ic h ig a n C a n a l\ C

A D

D \O p e n R o a d s \I M

-S p il lw a y D e ta il s .d g n

JTC LEL

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

ID

N R

PAY ITEM DESCRIPTION

COFFERDAM (TYPE 1) (LOCATION-1) 1EACH

QUANTITYUNIT

BILL OF MATERIALS

CONTROLLED LOW-STRENGTH MATERIAL 7CU YD

AA

LTM

S

(LOCATION 2)

COFFERDAM (TYPE 1)

DETAIL ON SHEET S-6

SEE STOPLOG MIDSPAN

(EA ABUTMENT)

DETAIL ON SHEET S-6

SEE STOPLOG END SUPPORT

PROTECT IN PLACE

EXIST BRIDGE RAIL

8' WIDE TRAIL

PROTECT IN PLACE

EXIST BRIDGE RAIL

PROPOSED STOPLOGS

EXIST ABUTMENT WINGWALL

PROTECT IN PLACE

EXIST BRIDGE RAIL

SEE SHEET S-2

PROPOSED STOPLOGS

EXIST 4" VENT

UPSTREAM WALL, 9 SQ FT

DOWNSTREAM WALL, 16 SQ FT

ABUTMENT WALL REPAIR

STOPLOG SEAT

WEST ABUTMENT

NATURAL RESOURCES

DEPARTMENT OF

ILLINOIS

30'-0"

SECTION - AUX SABLE WEST SPILLWAYELEVATION - AUX SABLE WEST SPILLWAY

PLAN - AUX SABLE WEST SPILLWAY

17'-2"

8'-7" 8'-7"

I&M CANAL

1'-0"

H E

IG

H

T S

T O

P L

O G

M

A X

CANAL BED

9'-9" 2'-11"

H E

IG

H

T S

T O

P L

O G

M

A X

TOP OF EXIST DECK

THE WALL REPAIR SHALL BE INCLUDED IN OTHER PAY ITEMS.

ABUTMENT WALL REPAIRS SHALL BE PRESSURE WASHED AND REPAIRED WITH THE CONCRETE REPAIR MATERIAL. PAYMENT FOR 3.

SHEAR STRENGTH AND NO COHESION.

NO BORINGS WERE TAKEN IN THE I&M CANAL. THE SOILS IN THE I&M CANAL ARE ANTICIPATED TO BE SATURATED SILTS WITH LOW 2.

THE ESTIMATE WATER SURFACE ELEVATION (EWSE) SHALL BE THE EXISTING STOPLOG HEIGHT PLUS ONE FOOT.

THE CONTRACTOR SHALL SUBMIT A COFFERDAM PLAN IN ACCORDANCE WITH ARTICLE 502.06 OF THE STANDARD SPECIFICATIONS. 1.

NOTES:

"2

6'-0" EXISTING TRAIL

H

E

IG

H T

S T

O P

L O

G E

X

IS

T

IN

G

H

E

IG

H T

S T

O P

L O

G E

X

IS

T

IN

G

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S-4

AUX SABLE WEST SPILLWAY PLAN AND ELEVATION

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

O

O w r P r o jI m p l\

P r o je c ts

\I ll in o is

M ic h ig a n C a n a l\

C A

D D

\O p e n R o a d s \I

M S p il lw a y D e ta il s .d g n

JTC LEL

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

PAY ITEM DESCRIPTION

COFFERDAM (TYPE 1) (LOCATION-2) 1EACH

QUANTITYUNIT

BILL OF MATERIALS

ID

NR

S

(EA ABUTMENT)

DETAIL ON SHEET S-6

SEE STOPLOG END SUPPORT

(LOCATION 3)

COFFERDAM (TYPE 1)

8' WIDE TRAIL

PROTECT IN PLACE

EXIST BRIDGE RAIL

PROPOSED STOPLOGS

EXIST ABUTMENT WINGWALL

DETAIL ON SHEET S-6

SEE STOPLOG MIDSPAN

PROTECT IN PLACE

EXIST BRIDGE RAIL

PROTECT IN PLACE

EXIST BRIDGE RAIL

SEE SHEET S-2

PROPOSED STOPLOGS

EXIST 4" VENT

STOPLOG SEAT

WEST ABUTMENT

NATURAL RESOURCES

DEPARTMENT OF

ILLINOIS

17'-2"

8'-7" 8'-7"

H E

IG

H

T S

T O

P L

O G

M

A X

1'-0"

30'-0"

PLAN - AUX SABLE EAST SPILLWAY

ELEVATION - AUX SABLE EAST SPILLWAY SECTION - AUX SABLE EAST SPILLWAY

9'-9" 2'-11"

1'-4"

TOP OF EXIST DECK

SHEAR STRENGTH AND NO COHESION.

NO BORINGS WERE TAKEN IN THE I&M CANAL. THE SOILS IN THE I&M CANAL ARE ANTICIPATED TO BE SATURATED SILTS WITH LOW 2.

THE ESTIMATE WATER SURFACE ELEVATION (EWSE) SHALL BE THE EXISTING STOPLOG HEIGHT PLUS ONE FOOT.

THE CONTRACTOR SHALL SUBMIT A COFFERDAM PLAN IN ACCORDANCE WITH ARTICLE 502.06 OF THE STANDARD SPECIFICATIONS. 1.

CANAL BED

H E

IG

H

T S

T O

P L

O G

M

A X

I&M CANAL

NOTES:

H

E

IG

H T

S T

O P

L O

G E

X

IS

T

IN

G

6'-0" EXISTING TRAIL

H

E

IG

H T

S T

O P

L O

G E

X

IS

T

IN

G

PAY ITEM DESCRIPTION

COFFERDAM (TYPE 1) (LOCATION-3) 1EACH

QUANTITYUNIT

BILL OF MATERIALS

ID

NR

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S-5

AUX SABLE EAST SPILLWAY PLAN AND ELEVATION

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

JTC LEL

DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

O

O w r P r o jI m p l\

P r o je c ts

\I ll in o is

M ic h ig a n C a n a l\

C A

D D

\O p e n R o a d s \I

M S p il lw a y D e ta il s .d g n

NO.

REVISIONS

REMARKS

LTM

S

ILLINOIS

6"6"

" MIN EMBED2

BOLT 6

CHEMICAL ADHESIVE ANCHOR

" DIA SS8

1'-0"

"2 14"2

14"2 11 "2

"4

3PLATE

(GALV)8

3HSS 4 X 2 X

W6 X 25 (GALV)

E

X

IS

T

IN

G

C O

N C

R E

T E

W A

L L

PLAN-STOPLOG MIDSPAN SUPPORT

� STOPLOG SUPPORT

3/4" PLATE DETAIL

STOPLOG SUPPORT�

"2 11 6"6" "2

"2 134"4""2

1'-3"

" DIA HOLE4

3 �

SECTION-STOPLOG MIDSPAN SUPPORT

TOP OF CONCRETE WALL &

EXIST CANAL BED

(GALV)

3 HSS 4 X 2 X

FULL

LENGTH

W6 X 25 (GALV)

N BOND BY SAKRETE OR EQUAL)

APPLY CONCRETE REPAIR MATERIAL (TOP

PRESSURE WASH EXISTING SURFACE AND

"4

(HILTI OR EQUAL)

" MIN EMBED2

1ANCHOR BOLT 6

" DIA SS CHEMICAL ADHESIVE 8

(NOT SHOWN)

@ 12" CTS EACH WAY

EXISTING REINFORCMENT

PLAN-STOPLOG END SUPPORT

"2 144"

STOPLOG END SUPPORT�

BOLT 4" MIN EMBED

CHEMICAL ADHESIVE ANCHOR

" DIA SS8

3 �

A B

U T

M E

N T

W A

L L

M

IN

E

X

IS

T

IN

G

ELEVATION-STOPLOG END SUPPORT

PROPOSED STOPLOG�

CONCRETE WALL

1'-4" EXIST REINFORCED

NOTES:

(EA ABUTMENT)

VENT PIPE

EXISTING 4" DIA

(EA ABUTMENT)

VENT PIPE

EXISTING 4" DIA

(GALV)8

3 4 X 3 X

" DIA HOLE8

5�

1"

(GALV)8

3 4 X 3 X

MIN EMBED

" 2

1ADHESIVE ANCHOR 6

" DIA SS CHEMICAL 8

5�

MIN EMBED

ADHESIVE ANCHOR 4"

" DIA SS CHEMICAL 8

3�

ANCHOR SPACE

ADHESIVE

� SS CHEMICAL

" MIN EMBED2

ANCHOR

CHEMICAL ADHESIVE

" DIA SS8

5�

" MIN EMBED2

ANCHOR

CHEMICAL ADHESIVE

" DIA SS8

5�

TOP OF W6x25

EA SID OF WEB

EA FLANGE

" DIA HOLE8

5 �

"4 3 �

1'-4"

CONCRETE WALL

1'-4" EXISTING REINFORCED

CONCRETE WALL

EXIST REINFORCED

REMOVE

BACKER

PLATE1

45°

3"

� STOPLOG SUPPORT

"16

"16

"16

(GALV)8

3 4 X 3 X

(GALV)8

3 4 X 3 X

(GALV)

1. THE CONCRETE REPAIR MATERIAL SHALL BE A POLYMER MODIFIED SAND CEMENT MATERIAL, AND THE MATERIAL SHALL BE MIXED

AND APPLIED IN ACCORDANCE WITH MANUAFCTURER'S RECOMMENDATIONS.

2. CONCRETE REPAIR MATERIAL SHALL BE APPLIED FULL WIDTH AND FULL LENGTH OF CONCRETE WALL. AREA TO RECEIVE

CONCRETE REPAIR MATERIAL SHALL BE PRESSURE WASHED TO REMOVE ALL LOOSE MATERIAL TO THE SATISFACTION OF THE

ENGINEER. THE COST OF THE MATERIAL AND APPLICATION SHALL BE INCLUDED WITH FURNISH AND ERECT STRUCTURAL STEEL.

3. THE CONCRETE REPAIR MATERIAL SHALL BE APPLIED TO PROVIDE A SMOOTH LEVEL SURFACE TO SEAT THE STOP LOGS.

4. THE COST OF THE STAINLESS STEEL ANCHOR BOLTS WILL NOT BE MEASURED FOR PAYMENT. THE COST SHALL BE INCLUDED IN

OTHER BID ITEMS.

CORNERS

ALL FOUR

3 AS SHOWN, 3 OPPOSITE HAND

11/19/2025

S-6

PAPER MILL, AUX SABLE E & W DETAILS

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

O O w rP ro jI m p l\ P ro je c ts

\I ll in o is

-M ic h ig a n C a n a l\ C

A D

D \O p e n R o a d s \I M

-S p il lw a y D e ta il s .d g n

JTC LEL

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

PAY ITEM DESCRIPTION

FURNISHING AND ERECTING STRUCTURAL STEEL

UNIT

POUND 762

QUANTITY

BILL OF MATERIALS

LTM

S

ILLINOIS

PLAN-CONCRETE END SUPPORT REMOVAL DETAIL

ELEVATION-CONCRETE END SUPPORT REMOVAL DETAIL

2 LOCATIONS

NOTE:

T O R

E M

A

IN

C O

N C

R E T E S

L A

B

'-0

" E X

IS

T

TO BE REMOVED

EXIST CONCRETE AND REBAR

TO BE REMOVED

EXIST CONCRETE AND REBAR

2 LOCATIONS

1. REMOVE REBAR 1" BELOW CONCRETE SURFACE AND PATCH AREA WITH

CONCRETE REPAIR MATERIAL.

2. EXISTING REMOVAL ITEMS CONSIST OF TIMBER STOPLOGS, REBAR,

CONCRETE END SUPPORTS AND MISCELLANEOUS STEEL ITEMS. THE

MISCELLANEOUS STEEL ITEMS ARE ON THE CANAL SIDE OF THE EXISTING

STOPLOGS. TIMBER, REBAR, CONCRETE AND MISCELLANEOUS STEEL

ITEMS ARE INCLUDED IN THE COST OF REMOVAL OF STRUCTURES NO. 4.

2-24-033

N/A

11/19/2025

S-7

KANKAKEE SPILLWAY REMOVAL DETAILS

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

O

O w r P r o jI m p l\

P r o je c ts

\I ll in o is

M ic h ig a n C a n a l\

C A

D D

\O p e n R o a d s \I

M S p il lw a y D e ta il s .d g n

JTC LEL

EXISTING STRUCTURES NO. 4

KANKAKEE SPILLWAY - REMOVAL OF

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

PAY ITEM DESCRIPTION UNIT QUANTITY

EACH 1REMOVAL OF EXISTING STRUCTURES NO. 4

BILL OF MATERIALS

EACH 1COFFERDAM (TYPE 1) (LOCATION-4)

LTM

S

(PLACE ON EX. CONC. APRON)

PHASE 3 COFFERDAM

POSTS (ALL SPANS)

SUPPORTS, AND STEEL

STOPLOGS, STOPLOG

REMOVE ALL EXISTING

DETAIL)

SUPPORT (BOTH ENDS - SEE

REMOVE CONCRETE END

(PLACE ON EX. CONC. APRON)

PHASE 1 COFFERDAM

(PLACE ON EX. CONC. APRON)

PHASE 2 COFFERDAM

TO BE REMOVED

STOPLOGS

EXISTING

TO BE REMOVED

STOPLOGS

EXISTING

BRIDGE�

SUPPORT

STOPLOG END

PROPOSED

REMOVED

SUPPORT TO BE

STOPLOG END

EXISTING

SUPPORT

STOPLOG END

PROPOSED

BE REMOVED

SUPPORT TO

STOPLOG END

EXISTING

PIER� PIER� PIER� PIER�

REMOVED

TO BE

STOPLOGS

EXISTING

TO BE REMOVED

STOPLOGS

EXISTING

REMOVED

TO BE

STOPLOGS

EXISTING

PROPOSED STOPLOG� PROPOSED STOPLOG�

ABUTMENT

EXIST BRIDGE

EXIST BRIDGE ABUTMENT

PHASE 3 COFFERDAM

PHASE 2 COFFERDAM PHASE 1 COFFERDAM

NATURAL RESOURCES

DEPARTMENT OF

ILLINOIS

PLAN - KANAKEE SPILLWAY STRUCTURE

"2 18'-6

SPAN 5

5'-0"

SPAN 4

13'-0"

SPAN 3

13'-0"

SPAN 2

13'-0"

SPAN 1

5'-0"

"2 18'-6

67'-7"

4'-6""2 15'-3'-6"

4'-0"

3'-6""2 15'-4'-6"

ALL PIERS

1'-0"

O U

T T

O O

U T

O F

B R

ID

G

E D

E C

K

G R

A V

E L

T R

A

IL

G R

A V

E L

T R

A

IL

B B B B A A A A

I&M CANAL

NOTES:

6"6"

SEE SHEET S-12 FOR SECTIONS A-A AND B-B.3.

SATURATED SILTS WITH LOW SHEAR STRENGTH AND NO COHESION.

NO BORINGS WERE TAKEN IN THE I&M CANAL. THE SOILS IN THE I&M CANAL ARE ANTICIPATED TO BE 2.

WILL BE PAID AS COFFERDAM (TYPE 1) (LOCATION 4).

ABOVE THE CONCRETE APRON. SEE ARTICLE 502.06 OF STANDARD SPECIFICATIONS. ALL COFFERDAM PHASES

RELOCATION AND REMOVAL DETAILS. THE ESTIMATED WATER SURFACE (EWSE) IS EQUIVALENT TO 28" OF WATER

THE CONTRACTOR SHALL SUBMIT A COFFERDAM PLAN SHOWING THE LAYOUT AND ALL INSTALLATION, 1.

C O

N C

R E

T E

A P

R O

N

C

O N

C R

E T

E

FLOW

2-24-033

N/A

11/19/2025

S-8

KANKAKEE SPILLWAY PLAN: REMOVALS & PROPOSED

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

O O w rP ro jI m p l\ P ro je c ts

\I ll in o is

-M ic h ig a n C a n a l\ C

A D

D \O p e n R o a d s \I M

-S p il lw a y D e ta il s .d g n

JTC LEL

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

ID

N R

LTM

S

EXISTING SPILLWAY CREST

BRIDGE DECK SURFACE

EXISTING STOPLOGS, TO BE REMOVED

SEE SHEET S-10

PROPOSED STOPLOGS

EXIST SHEET PILEEXIST SHEET PILE

PROTECT IN PLACE

EXIST SUPERSTRUCTURE

EXIST CONCRETE APRON

CONCRETE

EXIST

PIER� PIER� PIER� PIER�

CONCRETE.

REMOVED. REMOVE TO TOP OF

EXIST STOPLOG SUPPORT TO BE

EXIST BRIDGE RAIL PROTECT IN PLACE

END SUPPORT (2 LOCATIONS)

PROPOSED CONCRETE STOPLOG

TO BE REMOVED (2 LOCATIONS)

EXIST CONCRETE STOPLOG SUPPORT

PROTECT IN PLACE

EXIST BRIDGE RAIL

24" HIGH

STOPLOG

EXISTING

SEE SHEET S-12

STOPLOG PIER SUPPORT

PROPOSED CONCRETE

NATURAL RESOURCES

DEPARTMENT OF

ILLINOIS

ELEVATION - KANKAKEE SPILLWAY STRUCTURE

10'-0"

SECTION THRU - KANKAKEE SPILLWAY STRUCTURE

8'-8" ROADWAY

8'-5" CONCRETE APRON11'-1"13'-6"±

13'-0"13'-0"13'-0"

6'-4" EXISTING TRAIL

2-24-033

N/A

11/19/2025

S-9

KANKAKEE SPILLWAY ELEVATION

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

O O w rP ro jI m p l\ P ro je c ts

\I ll in o is

-M ic h ig a n C a n a l\ C

A D

D \O p e n R o a d s \I M

-S p il lw a y D e ta il s .d g n

JTC LEL

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

LTM

S

SEE SHEET S-11

STOPLOG END SUPPORT

PROPOSED CONCRETE

ILLINOIS

PLAN-STOPLOG

5"

8" 8"

5"

" CHAMFER (4 CORNERS)4

GALVANIZE ALL HARDWARE

WASHERS (F436)

NUTS (A563)

" DIA THREADED ROD (A307 OR A36)2

" DIA HOLE FOR16

"2 11"2

12"2

(ACTUAL)

"2

SECTION THRU STOPLOG

(A

C T

U A

L

O

R

O R

STOPLOGS ONLY.

@ MIDHEIGHT AS SHOWN FOR 6" AND 4"

(A307 OR A36) NUTS (A563) WASHERS (F436)

" DIA THREADED ROD 2

1" DIA HOLE FOR 16

9 �

ADHESIVE 300 OR EQUAL)

PERFORMANCE RUBBER & GASKET

ADHERED TO STOPLOG (3M HIGH

LENGTH OF STOPLOG AND FULLY

" X 5" NEOPRENE GASKET FULL 8

8" (STAGGER FOR 4")

FLAT HEAD SCREW (316) @

" STAINLESS STEEL 4

1#8 X 1

PROPOSED TYPICAL SECTION-STOPLOG

-6 x T

IM

B

E R

S T

O P

L O

G S

M A

X

PROPOSED

TOP OF STOPLOGS

ILLINOIS-MICHIGAN CANAL

EXIST SHEET PILE

EXISTING TYPICAL SECTION-STOPLOG

ILLINOIS-MICHIGAN CANAL

EXIST SHEET PILE

DETAIL A

NEOPRENE GASKET

RECESSED INTO THE

HEAD OF SCREW SHALL BE

" SS SCREW4

1#8 X 1

SEE DETAIL A

4'-8"= SPANS 1 AND 5

12'-8"= SPANS 2,3 AND 4

EQUAL)

(TOP N BOND BY SAKRETE OR

LENGTH OF STOPLOG SEAT

FULL WIDTH AND FULL

CONCRETE REPAIR MATERIAL

SURFACE AND APPLY

PRESSURE WASH EXISTING

" NEOPRENE GASKET8

TO BE REMOVED

EXIST STOPLOGS 24" HIGH

EXIST STOPLOG GUIDES

STOPLOG LIFTING HOOK DETAIL

NOT TO SCALE

1'-0"

1" PIPE TYP.

(A36)

3/4" DIA

(A36)

3/4" DIA

(A36)

3/4" DIA

"2

2"

STOPLOG LIFTING HOOK NOTES:

1. THE STOPLOG LIFTING HOOK WILL NOT BE MEASURED AND PAID

SEPARATELY. THE COST SHALL BE INCLUDED WITH THE TIMBER

STOPLOGS.

2. THE STOPLOG LIFTING HOOK SHALL BE HOT DIP GALVANIZED PER

ASTM A123.

3. THE PIPE SHALL COMPLY WITH ASTM A53, GRB.

4. HARDWARE SHALL BE STAINLESS STEEL A304 MINIMUM, ASTM A193.

KANKAKEE SPILLWAY KANKAKEE SPILLWAY

FRONT SIDE EXTENSION

2 REQUIRED 4 REQUIRED

NUT & WASHER (TYP)

" Ø S.S. BOLT, 4

1FOR

" Ø HOLE 32

11DRILL

1" PIPE TYP.

1" R

11/19/2025

S-10

KANKAKEE STOPLOG DETAILS

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

O O w rP ro jI m p l\ P ro je c ts

\I ll in o is

-M ic h ig a n C a n a l\ C

A D

D \O p e n R o a d s \I M

-S p il lw a y D e ta il s .d g n

JTC LEL

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

KANKAKEE STOPLOG LIST

UNITSIZE-NOMINAL QUANTITY

PAY ITEM DESCRIPTION UNIT QUANTITY

SITE SUPERINTENDENT.

THE STOPLOGS NOT INSTALLED SHALL BE DELIVERED ON SITE TO THE 2.

PAYMENT, BUT SHALL BE INCLUDED IN THE COST OF TREATED TIMBER.

NEOPRENE GASKET AND ALL HARDWARE WILL NOT BE MEASURED FOR 1.

NOTES:

EACH

EACH

EACH

6X6X4'-10"

4X6X4'-10"

2X6X4'-10"

BILL OF MATERIALS

F.B.M. 916TREATED TIMBER

EACH

EACH

EACH

6X6X12'-10"

4X6X12'-10"

2X6X12'-10"

LTM

S -1

ILLINOIS

PLAN-STOPLOG END SUPPORT

ELEVATION-STOPLOG END SUPPORT

2 LOCATIONS

KANKAKEE SPILLWAY

C O

N C

R E T E S

L A

B

'-0

" E X

IS

T

4'-0"±

2 LOCATIONS

� STOPLOG SUPPORT

W/CHEMICAL ADHESIVE

" MIN EMBED2

#5n @ 1'-2"

3-#5U @ 1'-2"

C

L3" CL

SUPPORT DETAIL

SEE STOPLOG END

4'-0"±

C L

3" CL

2" C L

PLAN-STOPLOG END SUPPORT

STOPLOG END SUPPORT�

ELEVATION-STOPLOG END SUPPORT

2'-0" CONCRETE END SUPPORT

"" DIA HOLE8

5�

MIN EMBED

" 2

1ADHESIVE ANCHOR 6

" DIA SS CHEMICAL 8

5�

ANCHOR

ADHESIVE

CHEMICAL

SS "8

5�

REMOVE

BACKER

PLATE1

45°

3"

� STOPLOG SUPPORT

" MIN EMBED2

1BOLT 6

CHEMICAL ADHESIVE ANCHOR

" DIA SS8

(GALV)8

3 4 X 3 X

(GALV)8

3 4 X 3 X

EXIST SHEET PILE

4"

#5u FACE AS SHOWN

3-#5n @ 1'-2" EA

2"2"

SLOPEWALL (BEYOND)

TOP OF CONCRETE

KANKAKEE SPILLWAY

RECEIVE NEW CONCRETE

EXISTING CONCRETE TO

PRESSURE WASH AREA OF

CONCRETE NOTES:

1. CONCRETE SHALL BE CLASS SI WITH A MINIMUM 3500 PSI IN 14 DAYS.

2. CONCRETE REINFORCEMENT SHALL MEET ASTM A706, GRADE 60.

2-24-033

N/A

11/19/2025

S-11

KANKAKEE STOPLOG END SUPPORT DETAILS

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

O O w rP ro jI m p l\ P ro je c ts

\I ll in o is

-M ic h ig a n C a n a l\ C

A D

D \O p e n R o a d s \I M

-S p il lw a y D e ta il s .d g n

BILL OF MATERIALS

BAR NO. SIZE LENGTH SHAPE

CONCRETE STRUCTURES CU YD

POUNDREINFORCEMENT BARS

u n

#5

#5

9'-6"

24'-0"

0.80

JTC LEL

BAR u

4'-0"

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

NOTES:

CUT #5u AND #5n BARS IN FIELD TO FIT.1.

CODE NO

50500405

PAY ITEM DESCRIPTION

FURNISHING AND ERECTING STRUCTURAL STEEL

UNIT

POUND 111

QUANTITY

BILL OF MATERIALS

LTM

S

ILLINOIS

SECTION X-X

"4

1"4

SECTION A-A

STOP LOG SUPPORT

BRIDGE PIER

1'-0" EXIST CONCRETE

OF WEB

IN BOTH FLANGES EA SIDE

DIA HOLE. 2 AS SHOWN "8

5�

� W6X25

1" X 3" X 10" (GALV)�

"16

"16

(STAGGER-SEE SECTION A-A)

DIA DRILLED HOLE "8

" DIA DRILLED HOLE AND8

ANCHOR BOLT AND

CHEMICAL ADHESIVE

" DIA SS2

1 �

� 1"X3"X10" (GALV)

� W6X25 (GALV) AND

"4 31 "4

6" 6"

1'-0"

" CHAMFER4

� 1" X 3" X 10" (GALV)

TOP OF CONCRETE

XX

EQUAL)

(TOP N BOND BY SAKRETE OR

WIDTH OF STOPLOG SEAT

MATERIAL FULL LENGTH AND FULL

AND APPLY CONCRETE PATCH

PRESSURE WASH STOPLOG SEAT

EXIST CONCRETE BRIDGE PIER

SECTION Y-Y

"4 31"4

SECTION B-B

STOP LOG SUPPORT

BRIDGE PIER

1'-0" EXIST CONCRETE

� W6 X 25

X 10" (GALV) 8

3HSS 4 X 3 X

(STAGGER-SEE SECTION B-B)

DIA DRILLED HOLE "8

" DIA DRILLED HOLE AND8

ANCHOR BOLT AND

CHEMICAL ADHESIVE

" DIA SS2

1 �

X 10" (GALV) 8

3HSS 4 X 3 X

� W6 X 25 (GALV) AND

"4 31 "4

6" 6"

1'-0"

" CHAMFER4

X 10" (GALV) 8

3� HSS 4 X 3 X

TOP OF CONCRETE

YY

EXIST CONCRETE BRIDGE PIER

"16

"16

EQUAL)

(TOP N BOND BY SAKRETE OR

WIDTH OF STOPLOG SEAT

MATERIAL FULL LENGTH AND FULL

AND APPLY CONCRETE PATCH

PRESSURE WASH STOPLOG SEAT

OF WEB

IN BOTH FLANGES EA SIDE

DIA HOLE. 2 AS SHOWN "8

5�

(SHEET S-8)

KANKAKEE SPILLWAY

(SHEET S-8)

KANKAKEE SPILLWAY

2-24-033

N/A

11/19/2025

S-12

KANKAKEE STOPLOG PIER SUPPORT DETAILS

REPAIR SPILLWAY STOPLOG STRUCTURES

ILLINOIS & MICHIGAN CANAL STATE PARK

GRUNDY & WILL COUNTIES

O O w rP ro jI m p l\ P ro je c ts

\I ll in o is

-M ic h ig a n C a n a l\ C

A D

D \O p e n R o a d s \I M

-S p il lw a y D e ta il s .d g n

JTC LEL

NO.

REVISIONS

REMARKS DATE APPROVED

DRAWN

CHECKED

BY

TRACED

PREPARED

BY

APPROVED

BY

APPROVED

BY

BY

BY

IDNR FILE NO.

CDB NO.

DATE

SHEET NO.

PAY ITEM DESCRIPTION

FURNISHING AND ERECTING STRUCTURAL STEEL

UNIT

POUND 396

QUANTITY

BILL OF MATERIALS

LTM

S