Final YorkvillePlans 2022-01-12.pdf

STATE OF ILLINOIS

J.U.L.I.E.

JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION

50'

50'

50'

50'

10' 20' 30'

100'

100'

100'

100'

100' 200' 300'

1''= 20'

1''= 30'

1''= 40'

1''= 50'

1''= 10'

1''= 100'

FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD

ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.

ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT

CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS

OR 811

1-800-892-0123

DEPARTMENT OF NATURAL RESOURCES

OFFICE OF WATER RESOURCES

IDNR

YE

RTNOM .M DE

T

SIONILLI

OF

ENGINEER

PROFESSIONAL

REGISTERED

49591

INDEX OF SHEETS

STANDARDS

280001 TEMPORARY EROSION CONTROL SYSTEMS

JO DAVIESS STEVENSON WINNEBAGO

CARROLL

OGLE

BOONE MC HENRY LAKE

DE KALB

KANE

COOK

DU PAGE

WHITESIDE

LEE

WILL

KENDALL

GRUNDY

LA SALLE

KANKAKEE

HENRY

BUREAU

PUTNAM

ROCK ISLAND

MERCER

KNOX

H E

N D

E R

S O

N

STARK

MARSHALL

PEORIA

LIVINGSTON

IROQUOIS

FORD

MC LEANFULTONMC DONOUGH

WARREN

TAZEWELL

HANCOCK

ADAMS

SCHUYLER

BROWN CASS

MASON

LOGAN

DE WITT

MENARD

CHAMPAIGN

VERMILION

DOUGLAS

PIATT

MACON

SANGAMON

MORGAN

SCOTT

CHRISTIAN

PIKE

GREENE

JERSEY

MACOUPIN

C A

L H

O U

N SHELBY

MOULTRIE

MONTGOMERY

COLES

EDGAR

CLARK

CUMBERLAND

JASPER CRAWFORDEFFINGHAM

CLAY

RICHLAND LAWRENCE

WAYNE

E D

W A

R D

S

W A

B A

S H

BOND

FAYETTE

MARION

CLINTON

WASHINGTON

JEFFERSON

MADISON

ST. CLAIR

MONROE

RANDOLPH

PERRY

FRANKLIN

HAMILTON WHITE

SALINE GALLATIN

JACKSON

WILLIAMSON

JOHNSON POPE

HARDIN

MASSACPULASKI

A L

E X

A N

D E

R

UNION

WOODFORD

000001 STANDARD SYMBOLS, ABBREVIATIONS, AND PATTERNS

It e m

W -1

-2

L e tt in g 1/1 /2

:4 :2

P

M F

IL

E

F R

E E

M O

N T

S

R E

E T

WOODDALE DR

O M

A H

A

D R

H O

M E

S T

E

ARROWHEAD DRIVE

C O

U R

T

I L

L I

N I

ILLINI DRIVE

BEHRENS ST.

BEHRENS ST.

P A

L M

E R

W A

L K

E R

T E

I

L

.MARIE AVE.

ELM

L I

B E

R

Y

C O

L T

O

SPRING ST.

WALNUT ST.

ST.

GEORGEANNA

AVE.

LEISURE ST.

S A

N D

E

C

E. MAIN ST.

E. MAIN ST.

QUINSEY RD.

QUINSEY RD.

OLSEN ST.

VAN EMMON ST.

CENTER ST.

KELLY AVE

N O

R W

R C

L E

W H I

E

K

W

Y

R I

V

B

R

N E

I N

D E

P E

N D

E N

V D

JOHN ST.

C A

N N

O N

B A

C A

N N

O N

B A

JOHN ST.

RIVER RD.

RD.

S

.FOX

PLEASURE DR.

HILLCREST AVE.

K E

N D

A

C O

U N T R

Y S I

D E

P

K W

Y

M O

R G

ORANGE ST.

ELIZABETH ST.

WASHINGTON ST.

VAN EMMON ST.

FRANKLIN ST.

WASHI

NGTON

ST.

ELIZABETH ST.

T

Y

O X

F O

WHITE OAK WAY

U R

P S

W H I

Y

C T

B L

A C

K B

E R

R Y

C T

B L

A C

K B

E R

R Y

HYDRAULIC AVE.

COUNTRYSIDE PKWY

B R

U E

HALEY CT

M A

R K

E T

P L

A

I

V E

F A

R M S

T E

H E

A R T L

A

E. MAIN ST.

E. MAIN ST.

COUNTRYSIDE PKWY

E. MAIN ST.

D R

W O

O D L

A

HILLCREST

T

D R

VAN EMMON ST.

MARTIN AVE.

O S

W E

G O

R

D

B R I

D G

L I

B E

R

APPLE TREE LN.

S U

N S

HILLCREST AVE.

P K

W Y

S U

N S

PLEASURE DR.

SPRING ST.

O A

K W

O

T E

FOX ST.

M I

WASHINGTON ST.

WALTER ST.

VAN

EMMON

RD.

L I

B E

R

B R I

D

FIR COURT

INDEPENDENCE COURT

WHITE OAK WAY

RIVER BIRCH DRIVE

INDEPENDENCE BLVD.

FOX

RD.

S T

K I

N G

CENTER ST.

FOX

RD.

S

FOX

RD.

BLACKBERRY

LN.

G A

M

F

LEISURE ST.

P O

W E

D R

K E

N D

A L

L

RIDGE ST.

RIDGE ST.

MADISON ST.

S T

A

B R

ID

C O

N O

V

SOMONAUK ST.

G A

F

C H

U R

K I

SOMONAUK ST.

W E

GEORGEANNA ST.

A D

A

HYDRAULIC AVE.

S T

A

C H

U R

K I

CENTER ST.

FOX

RD.

DOLPH ST.

C T

M A P

P

MAPLE S

T.

R D

J A

M E S T

O

O

WI

ND

W H I

Y

R

NOC

RIVER RD.

E

C

CENTER ST.

RIVER RD.

RIVER ST.

A U

S T

I

V E

M C

H U

A D

COUNTRYSIDE PARKWAY

ARROWHEAD DRIVE

S T I

L L

W A

T

MARKETPLACE DRIVE

M I

S T

W O

HERITAGE DR

HEARTLAND DRIVE

COUNTRYSIDE PARKWAY

M C

H U

A D

COUNTRYSIDE PARKWAY

TUMA ROAD

PARK ST.

ELM ST.

F R

E E

M O

. SOMONAUK ST.

126S

24C

34U

W A

C K

WALNUT ST.

U

SPRING ST.

ST.

F R

E E

M O

JACKSON ST.

WALNUT ST.

AVE.

LANDMARK

AVE.

LANDMARK

PARK ST.

B R I

S T

V

E

SOMONAUK ST.

47S

JACKSON ST.

34U

G H

R

D

34U

34U

C E

N T

P

W Y

47S

34U

C E

N T

E R

F R

E E

M O

M C

H U

VAN EMMON ST.

QUINSEY RD.

B R

U E

W O

O D

W O

R

H E

U S

T

RIDGE ST.

126S

24C

24C

M I

H E

U S

T

47I

RIVER ST.

C O

L T

R E

D H

O R

N E

34U

34U

M A

D I

S

1C

FOX

RD.

RIVER ST.

DR.FOXBORO

P R

A I

R

34U

C E

N T E

R

P

K W

Y

CONOVER LN.

34U

47S

W. MAIN ST.

126S

S

BLAINE ST.

DOLPH ST.

A D

R I

FOX ST.

SPRING ST.

PARK ST.

CONOVER LN.

RIVER ST.

RIVER RD.

M O

R G

BLAINE ST.

M A

N S

F I

E L

D

F O

X B

O R

O

W R

S

FOXBORO

DR.

I C

MEC

T C

MADISON ST.

VAN EMMON

H E

A R T L

A

I

V E

VICTORIA AVE.

B R I

D G

E

S

T

COUNTRYSIDE P

KWY.

W O

R S

L

ORANGE ST.

A

0 .25 .50 .75

KENDALL COUNTY

YORKVILLE DAM EROSION REPAIR

FOX RIVER

YORKVILLE, ILLINOIS

KENDALL COUNTY

FR-444

DATE

DATEAPPROVED BY

SUBMITTED BY:

BYPASS CROSS SECTIONS

ACCESS ROAD - LOWER BYPASS

MISCELLANEOUS DETAILS

UPPER BYPASS

LOWER BYPASS

GENERAL PLAN

ALIGNMENT AND TIES

SUMMARY OF QUANTITIES AND GENERAL NOTES

TITLE SHEET/INDEX OF SHEETS

14-22

8-12

2-3

REGIONAL MAP

PROJECT LOCATION

R. 7 E.

29 28

CITY OF YORKVILLE

FOX RIVER

T

LOCATION MAP

SCALE

1 MILE

ILLINOIS REGISTERED PROFESSIONAL ENGINEER NO. 062-049591

LICENSE EXPIRES 11-30-23 DIRECTOR, OFFICE OF WATER RESOURCES

MANAGER, DIVISION OF CAPITAL PROGRAMS

2 YEAR HW ELEV= 574.4, VELOCITY= 3.7 FT/S

COUNTY

KENDALL 22 2

TOTAL

SHEETS

SHEET

NO.

2:46:25 PM

100.0000 ' / in.

1/12/2022

DATE

DESIGNED

CHECKED

DRAWN

- REVISED

JTC

TMM

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444SUMMARY OF QUANTITIES AND GENERAL NOTES

REVISED

REVISED

REVISED

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Summary of Quantities and General Notes 1.dgn

1-7-2022

UTILITY REFERENCE TABLE

J.U.L.I.E. CALL 48 HOURS PRIOR TO CONSTRUCTION (800) 892-0123

GAS

ELECTRICITY

WATER & SEWER

CITY OF YORKVILLE

TELEPHONE/SBC

(630) 553-4370

(800) 334-7661

ERIC DHUSE, DIRECTOR OF PUBLIC WORKS

(630) 620-3897

MONTY JOHNS

Ext.244

(815) 433-3850

JOHN EVERS, PLAN ENGINEER

40 S. MITCHELL COURT

ADDISON, IL 60101

COMMONWEALTH EDISON

800 GAME FARM ROAD

YORKVILLE, IL 60560

NICOR GAS

QUANTITY

SUMMARY OF QUANTITIES

PAY ITEMCODE NO. UNIT

* INDICATES NON-STANDARD ITEM COVERED BY SPECIAL PROVISIONS

20101100

28000400

28100809

44000600

67100100

NR250001

NR281000

NR704001

TREE TRUNK PROTECTION

PERIMETER EROSION BARRIER

SIDEWALK REMOVAL

MOBILIZATION

CAUSEWAY

EACH

FOOT

SQ FT

L SUM

ACRE

L SUM

L SUM

CU FT

(YR)

INTERVAL

RECURRENCE

(CFS)

FLOW

RIVER*

APRIL MEAN DISCHARGE

ANNUAL MEAN DISCHARGE

22615

17697

15221

10580

FLOOD FREQUENCY ESTIMATES

20101000 FOOTTEMPORARY FENCE 349

801SQ FT

0.17

NON-SHRINK GROUT

SEEDING, MULCHING AND FERTILIZING

NOTES:

INSURANCE STUDY DATED MAY 15, 2002.

IN THE KENDALL COUNTY FLOOD

* THESE RIVER FLOWS WERE ESTIMATED

TAILW ATER RATING CURVE

EXISTING PROJECT

0 5000 10000 15000 20000 25000

DISCHARGE (CFS)

T A

IL

W A

T E

R E

L E

V A

T

IO

N F

E E

T

HEADW ATER RATING CURVE

EXISTING PROJECT

0 5000 10000 15000 20000 25000

DISCHARGE (CFS)

H E

A D

W A

T E

R E

L E

V A

T

IO

N F

E E

T

28200200 SQ YD 2660FILTER FABRIC

NR402001 AGGREGATE FOR TEMPORARY ACCESS

NR424201

NR424202

* NR720001 WOOD INFORMATION SIGN EACH 2

STONE DUMPED RIPRAP, CLASS A5 TON

L SUM 1

TRAFFIC CONTROL AND PROTECTION, SPECIAL

PORTLAND CEMENT CONCRETE SIDEWALK, SPECIAL

OTHER PAY ITEMS. SEE SPECIAL PROVISIONS.

STAKING. THE COSTS SHALL BE INCLUDED IN

THE CONTRACTOR SHALL PROVIDE CONSTRUCTION NOTE:

THAT MAY BE MADE FROM THE CURVES.

IS NOT RESPONSIBLE FOR ANY DEDUCTIONS, INTERPRETATIONS, OR CONCLUSIONS

THE INFORMATION TO BYPASS FLOWS AS MAY BE NECESSARY. THE DEPARTMENT

1. THE RATING CURVES FOR THE DAM SITE ARE SHOWN ON THIS SHEET SOLELY FOR

(CFS)

FLOW

BYPASS

(CFS)

FLOW

RIVER

POOL 7

ELEVATION

SURFACE

WATER

ESTIMATED

POOL 5

ELEVATION

SURFACE

WATER

ESTIMATED

BYPASS CHANNEL DATA

574.0

573.7

573.4

573.1

572.9

572.2

572.1

571.5

571.4

571.3

570.7

570.7

570.3

573.4

572.8

572.3

571.6

571.0

570.2

569.8

569.3

569.2

569.1

568.8

568.4

568.3

9"

12" (TYP)

9"

12" (TYP)

COUNTY

KENDALL 22 3

TOTAL

SHEETS

SHEET

NO.

2:46:25 PM

100.0000 ' / in.

1/12/2022

DATE

DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444SUMMARY OF QUANTITIES AND GENERAL NOTES

REVISED

REVISED

REVISED

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Summary of Quantities and General Notes 2.dgn

1-7-2022

GENERAL NOTES

STATE OF ILLINOIS

UNDER CONSTRUCTION BY

DEPARTMENT

OF

1"

NATURAL RESOURCES

OFFICE OF WATER RESOURCES

CHANNEL

REPAIR

SIGN NOTES

UNTREATED TIMBER POSTS

4" X 4" X 8'-0"

GROUND LINE

"1

S I Z

E

L E

T T

E R

S P

A C I N

G

N

E

2'-5"

5'-0"

2'-5"1"

Backfill

CA-6 Post

STATE OF ILLINOIS

UNDER CONSTRUCTION BY

DEPARTMENT

OF

1"

NATURAL RESOURCES

OFFICE OF WATER RESOURCES

CHANNEL

CLOSED

UNTREATED TIMBER POSTS

4" X 4" X 8'-0"

GROUND LINE

"1

S I Z

E

L E

T T

E R

S P

A C I N

G

N

E

2'-5"

5'-0"

2'-5"1"

Backfill

CA-6 Post

SHEET 7.

THE UPSTREAM ENTRANCE TO THE BYPASS CHANNEL AS SHOWN ON

ONE SIGN SHALL SAY "CHANNEL CLOSED" AND BE PLACED NEAR

SIDEWALK ACCESS SHOWN ON SHEET 7.

NORTH SIDE OF HYDRAULIC AVENUE JUST TO THE EAST OF THE

ONE SIGN SHALL SAY "CHANNEL REPAIR" AND BE PLACED ON THE

PAID AS WOOD INFORMATION SIGNS.

ON A WHITE BACKGROUND AND APPROPRIATE BORDER LINES.

THE LETTERS ON THE SIGN SHALL BE BLACK MECHANICAL STYLE

CONTRACTOR.

SIGN, AND THE MATERIAL SHALL BECOME THE PROPERTY OF THE

THE DEPARTMENT. THE CONTRACTOR SHALL THEN REMOVE THE

SATISFACTORY CONDITION UNTIL THE PROJECT IS ACCEPTED BY

THE SIGN SHALL REMAIN IN PLACE AND SHALL BE MAINTAINED IN

ENGINEER AS TO ITS APPEARANCE AND QUALITY OF CONSTRUCTION.

BEFORE ANY SIGN IS ERECTED, IT SHALL BE APPROVED BY THE

CONSTRUCTION OPERATIONS AS DIRECTED BY THE ENGINEER.

SHALL BE PLACED PRIOR TO THE STARTING OF ACTUAL

LABOR FOR CONSTRUCTING AND ERECTING THE SIGN. THE SIGN

(18 GA.). THE CONTRACTOR SHALL FURNISH ALL MATERIAL AND

SIGN SHALL BE MADE OF 3/4" PLYWOOD, OXBOARD, OR OF METAL

AQUATIC SPECIES AND CLASSIFIED AS INHERENTLY BIODEGRADEABLE, AND ACCEPTABLE TO THE ENGINEER.

THE HYDRAULIC FLUID IN ALL EQUIPMENT SHALL BE ENVIRONMENTALLY FRIENDLY, NON-TOXIC TO FISH AND 14.

THE CONTRACTOR SHALL STAY WITHIN THE WORK LIMITS SHOWN ON SHEET 5.13.

CAUSEWAY ELEVATION SHALL NOT EXCEED EL 574.95.12.

CONTRACTOR SHALL REMOVE ALL MATERIAL AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE.

NO SOIL, FINES OR OTHER FOREIGN MATERIAL SHALL BE PLACED IN OR ON THE CAUSEWAY MATERIAL. THE 11.

FIELD.

CONSTRUCTION SIGNS. THE EXACT LOCATION OF THE SIGNS SHALL BE DETERMINED BY THE ENGINEER IN THE

10. THE CONTRACTOR SHALL FURNISH, ERECT AND WHEN DIRECTED BY THE ENGINEER, COMPLETELY REMOVE TWO

AND REGULATIONS.

DEWATERING AND COFFERDAM EXCAVATION SHALL ABIDE BY ALL FEDERAL, STATE AND LOCAL LAWS, RULES

RESPECTIVE PAY ITEMS THAT ARE BEING CONSTRUCTED. ALL WORK ASSOCIATED WITH COFFERDAMS, DEPARTMENT. ALL COSTS ASSOCIATED WITH COFFERDAMS, DEWATERING AND REMOVAL SHALL BE IN THE

SPECIFICATIONS SHALL APPLY WITH THE EXCEPTION THAT ALL WORK IS AT NO ADDITIONAL COST TO THE

COFFERDAMS TO BENEFIT CONSTRUCTION OPERATIONS, THE PROVISIONS OF ARTICLE 502.06 OF THE STANDARD

PLACED IN THE DRY AND PROTECTED UNTIL INITIAL SET. IF THE CONTRACTOR PROPOSES THE USE OF

DEPENDING UPON WATER LEVELS AT THE TIME OF CONSTRUCTION. GROUT AND CONCRETE MIXES SHALL BE

SMALL NON-ERODIBLE COFFERDAM SYSTEMS MAY BE REQUIRED FOR GROUT AND CONCRETE COMPONENTS 9.

ACCESS TO COMMONWEALTH EDISON COMPANY SUBSTATION SHALL NOT BE OBSTRUCTED BY THE CONTRACTOR.8.

LOCATION SHOWN ON THE PLANS.

ALL ACCESS TO THE CONSTRUCTION SITE SHALL BE PROVIDED TO THE CONTRACTOR WITHIN THE GENERAL 7.

INCIDENTAL TO THE CONTRACT, AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.

OUTFALLS SHALL BE PROTECTED AND MAINTAINED. ALL COSTS OF PROTECTION SHALL BE CONSIDERED

UNLESS OTHERWISE SPECIFIED, ALL UTILITIES SHALL BE PROTECTED AND NOT DISTURBED. ALL DRAINAGE 6.

DAMAGED OR DESTROYED DUE TO CONSTRUCTION OPERATIONS.

ARTICLE 107.20 OF THE STANDARD SPECIFICATIONS, ANY PRIVATE OR PUBLIC PROPERTY, WHICH MAY BE

THE CONTRACTOR IS REMINDED TO PROTECT AND RESTORE AT CONTRACTOR'S EXPENSE, IN ACCORDANCE WITH 5.

CLASS SI CONCRETE SHALL BE USED THROUGHOUT UNLESS SPECIFIED ELSEWHERE.4.

INDICATED ON THE PLANS.

ALL CONSTRUCTION OPERATIONS SHALL BE CONTAINED WITHIN THE EASEMENT AREA OR WORK LIMITS AS 3.

ALL COORDINATES ARE NAD (NORTH AMERICAN DATUM) 1983 WITH 1986 ADJUSTMENTS.2.

ALL ELEVATIONS ARE BASED ON N.G.V.D. (NATIONAL GEODETIC VERTICAL DATUM) 1929.1.

KENDALL 22 4

TOTAL

SHEETS

SHEET

NO.

2:46:39 PM

80.0000 ' / in.

1/12/2022

DATE -

DESIGNED

CHECKED

DRAWN

REVISED

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS

PROJECT FR-444

REVISED

REVISED

REVISED

1-7-2022

YORKVILLE DAM EROSION REPAIR

ALIGNMENT AND TIES

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Alignment-Ties.dgn

LEGEND:

BM - BENCHMARK

CP - CONTROL POINT

N 67° 56' 25" W 319.13'

P C

.7

.1

.7

.1

.6

.4

.8

N 8 2° 4

7' 0 5"

.0

.0

S 83° 48' 40" E

N

E

S 55° 28' 54" E

R

.0

S 87° 20' 3 8" E

S T

A

.7

1812459.4240

1812387.1169

1812373.4468

1812370.2313

1812406.7750

1812417.1301

1812641.1126

POT STA 16+67.41

PI STA 14+26.16

PI STA 13+46.90

PI STA 12+70.75

PI STA 9+31.78

PI STA 7+10.54

POT STA 3+15.28

954900.0570

954669.8425

954591.7299

954515.5839

954178.5850

953955.3675

953629.6941

STATION NORTHING EASTING

MAIN WATERWAY ALIGNMENT TABLE

.6

.0

CURVE C1

CURVE C2

CURVE C3

CURVE C4

PI = 7+10.54

PI = 12+70.75

PI = 13+46.90

PI = 14+26.16

P.T. STA = 12+88.75

P.C. STA = 12+52.69

E = 0.68

L = 36.05

T = 18.06

R = 240.000

D = 23° 52' 24"

! = 8° 36' 25"

PI STA = 12+70.74

PROP CURVE C2

CURVE C2

P.T. STA = 13+62.60

P.C. STA = 13+31.15

E = 0.52

L = 31.45

T = 15.75

R = 240.000

D = 23° 52' 24"

! = 7° 30' 30"

PI STA = 13+46.90

PROP CURVE C3

CURVE C3

E 954900.057

N 1812459.424

C/L BYPASS STA 16+67.41

P.T. STA = 7+51.14

P.C. STA = 6+67.72

E = 5.99

L = 82.42

T = 42.82

R = 150.000

D = 38° 11' 49"

! = 31° 51' 44"

PI STA = 7+10.54

PROP CURVE C1

CURVE C1

P.T. STA = 14+41.86

P.C. STA = 14+10.40

E = 0.52

L = 31.46

T = 15.75

R = 240.000

D = 23° 52' 24"

! = 7° 30' 37"

PI STA = 14+26.16

PROP CURVE C4

CURVE C4

BYPASS

BYPASS

BM#3

BM#1

CP#2

BYPASS

ABUTMENT

FACE OF

AXIS TO

WITH DAM

IN LINE

13.86'

19.98'

28.44'

SIDEWALK

TO EDGE OF

27.24'

OF MANHOLE

TO CENTER

20.57'

CP# 2

EXISTING WALL

6.0' SOUTH OF

CP# 1RA

POLE

LIGHT

22.55'

CONCRETE

JOINT

CONCRETE

ASPHALT

12.37'

ASPHALT

CANOE LAUNCH

BM#2

CP# 1RA

CP# CP1R

CP# 4

CP# CP1R

CP# 4

SIDEWALK

S I D

E W

A L

K

S I D

E W

A L

K

DAM AXIS

IN LINE WITH

BACK OF CURB

12.98' TO

STATION (AED)

EMERGENCY

73.31' TO

CONCRETE PAD

NORTHWEST CORNER

51.58'

SIGN

68.65'

.1

.66'

N

EL 581.06

E 954229.016

N 1812242.080

STA 9+99. 158.3' RT

IRON PIPE

IDNR DISK ON 30"

CONTROL POINT CP1R

E 954299.11

N 1812876.34

STA 10+04, 479.8' LT

IRON PIPE

IDNR DISK ON 30"

CONTROL POINT 2

EL 579.53

E 953933.247

N 1812361.937

STA 7+07, 65.4' RT

IRON PIPE

CONTROL POINT 4

EL 579.04

E 954728.695

N 1812305.337

STA 14+57, 95.7' RT

MAG NAIL

CONTROL POINT 1RA

E 953943.582

N 1812264.495

ELEVATION = 582.575 (NGVD '29)

STA 7+27, 156.7' RT

†" DIAMETER IRON PIN WITH DNR CAP

BENCHMARK 3

E 954238.328

N 1812333.455

ELEVATION = 579.96

STA 9+29, 93.7' RT

SOUTH BRIDGE ABUTMENT RETAINING WALL

CHISELED SQUARE ON EAST CORNER OF

BENCHMARK 2

E 954293.472

N 1812862.756

ELEVATION = 582.096

STA 9+97, 465.7' LT

NORTH DAM ABUTMENT

METAL PLUG IN CHISELED SQUARE ON

BENCHMARK 1

EXISTING NORTH DAM ABUTMENT

SIDEWALK

SIDEWALK

DAM

OF HYDRAULIC AVE

NORTH EDGE OF PAVEMENT

FENCE

FISH LADDER

STA 8+28.63

STA 10+75.89

~ CAUSEWAY

~ CAUSEWAY

SKEW 76°11'36"

SKEW 93°06'27"

0 45 90 135

SCALE IN FEET

LEGEND 1

1,812,262.33

1,812,388.18

1,812,445.74

1,812,641.03

1,812,531.69

1,812,486.33

1,812,545.36

1,812,420.52

1,812,347.15

1,812,315.48

1,812,334.24

1,812,294.29

1,812,202.91

1,812,213.05

1,812,303.55

1,812,314.38

1,812,224.44

1,812,232.16

1,812,304.43

1,812,320.27

1,812,324.07

1,812,356.72

1,812,368.02

1,812,258.18

953,776.32

953,782.98

953,688.14

953,819.90

954,123.87

954,391.99

954,588.43

954,794.69

954,795.39

954,778.94

954,727.63

954,605.62

954,599.42

954,449.77

954,455.90

954,305.30

954,298.40

954,184.51

954,188.65

954,178.01

954,116.93

954,010.28

953,843.46

953,837.64

PT # NORTHING EASTING

WORK LIMIT AREA

COUNTY

KENDALL 22 5

TOTAL

SHEETS

SHEET

NO.

2:46:53 PM

90.0000 ' / in.

1/12/2022

DATE -

DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444

1-7-2022

GENERAL PLAN

REVISED

REVISED

REVISED

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\General Plan.dgn

FOX RIVER

HYDRAULIC AVE.

COMED STATION

CONCRETE BUILDING SLABPLAYGROUND

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

CAUSEWAY

PROPOSED

A

A

STA 6+66

STA 7+60

STA 7+27

DECK

BOAT RAMP

KAYAK LAUNCH

RIPRAP

CP#5

UPPER DIVIDER ISLAND

E 954246.39

N 1812399.27

C/L BYPASS

C/L DAM STA 1+68.15

CONCRETE PATH

LOWER DIVIDER ISLAND

CP#1

BM#3

CP#4

CITY BUILDING

BM#2

CAUSEWAY

PROPOSED

CP#2

BM#1

EXISTING RIPRAP

EXISTING GROUTED BOULDERS

EXISTING PLANTED RIPRAP

STAGING AREA

~ BYPASS

CONCRETE PATH WORK LIMIT AREA

# POINT #

EXISTING SANITARY SEWER

EXISTING EASEMENT

PROPOSED TEMPORARY FENCE

PARKING LOT

PROPOSED STONE DUMPED RIPRAP, CLASS A5

PROPOSED ACCESS

PROPOSED ACCESS

POOL 9

POOL 8

POOL 7

POOL 6

POOL 5

POOL 4

POOL 3

POOL 2

POOL 1

5+00

7 8 9 10+00 11 12

+00

J

J

WV

0 20

40 60

M A

T C

H L

IN

E

S

T A

.0

COUNTY

KENDALL 22 6

TOTAL

SHEETS

SHEET

NO.

2:47:00 PM

40.0000 ' / in.

1/12/2022

DATE

DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444LOWER BYPASS

REVISED

REVISED

REVISED

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Lower Moderate.dgn

1-7-2022

POOL 9

POOL 8

POOL 6

FLOW

EX. 24" RCP

BM #3

CONTROL PT#4

24" RCP

24" RCP

MH, 4' DIA.

WATERLINE

6" PVC

MH, 4' DIA.

COLLAR

CONCRETE

CORRUGATED PIPE

24" HDPE

CLOSED

SIGN, SIDEWALK

SEE NOTE 4

MEDIAN BARRIERS

SEE NOTE 4

ACCESS ROAD

LOT CLOSED

SIGN, PARKING

SIGN, PARKING LOT CLOSED

HYDRAULIC

AVENUE

CLOSED

SIGN, SIDEWALK SEE NOTE 3

CAUSEWAY

0.23'| VERT

79 SQ FT

UNDERCUT

0.13'| VERT

7 SQ FT

UNDERCUT

0.08'| VERT

5 SQ FT

UNDERCUT

0.20'| VERT

38 SQ FT

UNDERCUT

0.47'| VERT

6 SQ FT

UNDERCUT 0.32'| VERT

5 SQ FT

UNDERCUT

NOTE 3

SEE

I

I

F

F

G

G

C

C B

B

SEE DETAIL B SHEET 10SEE DETAIL A SHEET 9

37 TON

RIPRAP, CLASS A5

STONE DUMPED

TEMPORARY FENCE, 19'

TEMPORARY FENCE, 31'

TYPE III BARRICADE

141.1 TON

RIPRAP, CLASS A5

STONE DUMPED

149.9 TON

RIPRAP, CLASS A5

STONE DUMPED

CLASS A5, 151.7 TON

STONE DUMPED RIPRAP,

17 TON

RIPRAP, CLASS A5

STONE DUMPED

FENCE, 148'

TEMPORARY

WORK LIMIT AREA

WOOD INFORMATION SIGN

LEGEND

24" GROUTED BOULDERS (EXISTING)

STONE RIPRAP CLASS A5 (EXISTING)

STONE DUMPED RIPRAP, CLASS A5 (PROPOSED)

PROPOSED ACCESS

PROPOSED MEDIAN BARRIERS

AGGREGATE FOR TEMPORARY ACCESS

STONE RIPRAP CLASS A5, SPECIAL (EXISTING)

STONE BOULDERS

WORK LIMIT AREA

TREE PROTECTION

SIDEWALK UNDERCUT TO BE GROUTED

TEMPORARY FENCE

SEEDING & FERTILIZING

SEE SHEET 8

SEE SHEET 8

SEE SHEET 11

SEE SHEET 13

SEE SHEET 11

POLES

FLAG

TO SITE. SEE NOTE 4.

TO ALLOW FOR CONSTRUCTION ACCESS

EXISTING RETAINING WALL AS NEEDED

REMOVE AND REPLACE BLOCK/STONE

AGGREGATE FOR TEMPORARY ACCESS.

EXISTING SIDEWALK

FRONT PARK

RIVER

BICENTENNIAL

(SEE NOTE 4)

EXISTING SIDEWALK

22.1 TON

RIPRAP, CLASS A5STONE DUMPED

0.23'| VERT

UNDERCUT 84 SQ FT

FOR SIGN DETAILS SEE SHEET 13. 8.

SEED MULCH & FERTILIZE STAGING AREA WILL BE MEASURED FOR PAYMENT.7.

GROUT.

UNDERCUT AREAS SHALL BE FILLED WITH NON-SHRINK GROUT AND PAID AS NON-SHRINK 6.

ACTUALLY MEASURED FOR PAYMENT.

WORK, HOWEVER, THE CONTRACTOR WILL BE PAID FOR THE QUANTITY OF GROUT

NOT BE CAUSE FOR ADDITIONAL COMPENSATION FOR A CHANGE IN THE SCOPE OF

THE SIDEWALK AND ARE SOLELY FOR INFORMATIONAL PURPOSES. VARIATIONS SHALL

ALL AREAS DE-NOTED AS "UNDERCUT" ON THIS SHEET ARE TO BE GROUTED UNDER 5.

"AGGREGATE FOR TEMPORARY ACCESS".

THE ENGINEER AT NO ADDITIONAL COST TO THE DEPARTMENT. COST INCLUDED WITH

IDOT STD SPECS. DAMAGES WILL BE REPAIRED BY CONTRACTOR AND ACCEPTABLE TO

ASPHALT SURFACES TO PROTECT FROM CONSTRUCTION DAMAGE PER ARTICLE 107.16 OF

PLACE TIMBER MATS OR OTHER PROTECTION MATERIAL ON TOP OF CONCRETE OR 4.

THE COST OF THE CAUSEWAY. MAX CAUSEWAY HEIGHT= EL 574.95.

THE DEPARTMENT. CAUSEWAY PIPES AND OUTLET PROTECTION SHALL BE INCLUDED IN

CAUSEWAY TO THE BYPASS CHANNEL SHALL BE REPAIRED AT NO ADDITIONAL COST TO

LUMP SUM COST FOR CAUSEWAYS. SEE SPECIAL PROVISIONS. ANY DAMAGE FROM THE

SIDEWALK REPAIR AND RIPRAP PLACEMENT SHALL BE CONSIDERED INCLUDED IN THE

SHALL BE RESTRICTED TO CROSSING POOLS 5 AND 7. RIPRAP USED TO ACCESS

CAUSEWAY SHALL NOT BE LOCATED ON TOP OF EXISTING GROUTED BOULDERS AND

CAUSEWAY PIPES SHALL HAVE A MINIMUM CONVEYANCE OPENING OF 45 SQ. FT..

CAUSEWAY MATERIAL SHALL BE STONE DUMPED RIPRAP, CLASS A5 (MINIMUM). 3.

AND PROTECTION, SPECIAL.

SIGNS, MEDIAN BARRIERS, FLAGGERS, ETC SHALL BE PAID FOR AS TRAFFIC CONTROL 2.

SITE.

CONTRACTOR SHALL BECOME OWNER OF ALL ITEMS TO BE REMOVED FROM THE PROJECT 1.

NOTES:

OVER SIDEWALK.

PLACE, LOW CLEARANCE

BRIDGE. PROTECT IN

EXISTING PEDESTRIAN

FERTILIZING, 0.02 ACRES

SEEDING, MULCHING AND

POOL 9

POOL 8

POOL 7

J

J

WV

0 20

40 60

M A

T C

H L

IN

E

S

T A

.0

COUNTY

KENDALL 22 7

TOTAL

SHEETS

SHEET

NO.

2:47:09 PM

40.0000 ' / in.

1/12/2022

DATE

DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444UPPER BYPASS

REVISED

REVISED

REVISED

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Upper Moderate.dgn

1-7-2022

POOL 6

POOL 5

POOL 4

POOL 3

POOL 2 POOL 1

10+00

15+

POOL 2 POOL 1

POOL 3

POOL 4

POOL 5

POOL 6

FLOW

CONTROL PT#5

PT#1

CONTROL

PLAYGROUND

LOT

PARKING

F O U N D A T

IO

N

C O N C R E T E

SUBSTATION

COMED

FLOW AUGMENTATION CULVERT

STAGING AREA

278 SQ FT

SINKHOLE AREA

WASHOUT/

0.50' VERT

97 SQ FT

UNDERCUT

CLASS A5, 1.4 TON

STONE DUMPED RIPRAP,

SEE NOTE 4

EXISTING SIDEWALK

SEE NOTE 3

CAUSEWAY

HYDRAULIC AVENUE

0.25' VERT

19 SQ FT

UNDERCUT

TEMPORARY FENCE, 518'

CLOSED

SIGN-SIDEWALK

0.39' VERT

1 SQ FT

UNDERCUT

0.35' VERT

8 SQ FT

UNDERCUT

0.33' VERT

9 SQ FT

UNDERCUT

0.58' VERT

67 SQ FT

UNDERCUT12' X 3'

CONCRETE TO BE REPAIRED

13' X 5'

SIDEWALK TO BE REPAIRED

SEE NOTE 3

0.25' VERT

14 SQ FT

UNDERCUT

WITH SIDEWALK CLOSED

TYPE III BARRICADE

LEGEND

24" GROUTED BOULDERS (EXISTING)

STONE RIPRAP CLASS A5 (EXISTING)

STONE DUMPED RIPRAP, CLASS A5 (PROPOSED)

REMOVED AND REPLACED

SIDEWALK TO BE GROUTED AND OR

PROPOSED ACCESS

STONE RIPRAP CLASS A5, SPECIAL (EXISTING)

SEEDING & FERTILIZING

PERIMETER EROSION BARRIER

TREE PROTECTION

TEMPORARY FENCE

WORK LIMIT AREA

A

A

F

F

FOR QUANTITY)

(SEE SHEET 6

RIPRAP, CLASS A5

STONE DUMPED

CLASS A5, 189.8 TON

STONE DUMPED RIPRAP,

CLASS A5, 267.5 TON

STONE DUMPED RIPRAP,

FENCE, 55'

TEMPORARY

WOOD INFORMATION SIGN

SEE SHEET 8

SEE SHEET 11

SEE NOTE 4

EXISTING SIDEWALK

PARK

RIVER FRONT

BICENTENIAL

WOOD INFORMATION SIGN

REMOVE ALL TEMPORARY EROSION CONTROL MEASURES ONLY AFTER SITE IS STABILIZED WITH VEGETATION.9.

FOR SIGN DETAILS SEE SHEET 13. 8.

SEED MULCH & FERTILIZE STAGING AREA WILL BE MEASURED FOR PAYMENT.7.

UNDERCUT AREAS SHALL BE FILLED WITH NON-SHRINK GROUT AND PAID AS NON-SHRINK GROUT.6.

COMPENSATION FOR A CHANGE IN THE SCOPE OF WORK, HOWEVER, THE CONTRACTOR WILL BE PAID FOR THE QUANTITY OF GROUT ACTUALLY MEASURED FOR PAYMENT.

ALL AREAS DE-NOTED AS "UNDERCUT" ON THIS SHEET ARE TO BE GROUTED UNDER THE SIDEWALK AND ARE SOLELY FOR INFORMATIONAL PURPOSES. VARIATIONS SHALL NOT BE CAUSE FOR ADDITIONAL 5.

BE REPAIRED BY CONTRACTOR AND ACCEPTABLE TO THE ENGINEER AT NO ADDITIONAL COST TO THE DEPARTMENT. COST INCLUDED WITH "AGGREGATE FOR TEMPORARY ACCESS".

PLACE TIMBER MATS OR OTHER PROTECTION MATERIAL ON TOP OF CONCRETE OR ASPHALT SURFACES TO PROTECT FROM CONSTRUCTION DAMAGE PER ARTICLE 107.16 OF IDOT STD SPECS. DAMAGES WILL 4.

CAUSEWAY PIPES AND OUTLET PROTECTION SHALL BE INCLUDED IN THE COST OF THE CAUSEWAY. MAX CAUSEWAY HEIGHT= EL 574.95.

THE LUMP SUM COST FOR CAUSEWAYS. SEE SPECIAL PROVISIONS. ANY DAMAGE FROM THE CAUSEWAY TO THE BYPASS CHANNEL SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE DEPARTMENT.

TOP OF EXISTING GROUTED BOULDERS AND SHALL BE RESTRICTED TO CROSSING POOLS 5 AND 7. RIPRAP USED TO ACCESS SIDEWALK REPAIR AND RIPRAP PLACEMENT SHALL BE CONSIDERED INCLUDED IN

CAUSEWAY MATERIAL SHALL BE STONE DUMPED RIPRAP, CLASS A5 (MINIMUM). CAUSEWAY PIPES SHALL HAVE A MINIMUM CONVEYANCE OPENING OF 45 SQ. FT.. CAUSEWAY SHALL NOT BE LOCATED ON 3.

SIGNS, MEDIAN BARRIERS, FLAGGERS, ETC SHALL BE PAID FOR AS TRAFFIC CONTROL AND PROTECTION, SPECIAL.2.

CONTRACTOR SHALL BECOME OWNER OF ALL ITEMS TO BE REMOVED FROM THE PROJECT SITE.1.

NOTES:

EXISTING SIDEWALK

FERTILIZING, 0.15 ACRES

SEEDING, MULCHING AND

TO 3'-5"|

VARIES 3"|

TO 4'-5"|

VARIES 0"

6"|

VARIES 1'-5"|

VARIES5'-0"

VARIESVARIES

VARIES

VARIES

VARIESVARIES5'-0"

6" & VARIES

2"

COUNTY

KENDALL 22 8

TOTAL

SHEETS

SHEET

NO.

2:47:37 PM

2.0000 ' / in.

1/12/2022

DATE -

DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS

PROJECT FR-444

REVISED

REVISED

REVISED

1-7-2022

YORKVILLE DAM EROSION REPAIR

MISCELLANEOUS DETAILS

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Yorkville_sidewalkrepair_details.dgn

GROUND LINE

EXISTING

SCOUR LINE

RIPRAP

PLANTED

EXISTING

GROUND LINE

EXISTING

SCOUR LINE

PLANTED RIPRAP

EXISTING

EXISTING FILL

SIDEWALK

5' WIDE CONCRETE

EXISTING 5" THICK

EXISTING GROUND LINE

SCOUR LINE

2%|

EXISTING PLANTED RIPRAP

NON-SHRINK GROUT*

EL. 576.00

FILTER FABRIC

VARIES

(UPPER DIVIDER ISLAND)

SECTION A-A

(LOWER DIVIDER ISLAND)

SECTION B-B

FILTER FABRIC

RIPRAP

EXISTING

VARIES

VARIES

NON-SHRINK GROUT*

(LOWER DIVIDER ISLAND)

SECTION C-C

CONCRETE SIDEWALK

THICK 5' WIDE

EXISTING 5"

INCLUDED WITH NON-SHRINK GROUT.

PLUG HOLES WITH GROUT. COST

AND TO ALLOW FOR AIR ESCAPE.

AS NEEDED FOR GROUT APPLICATION

* DRILL HOLES THROUGH SIDEWALK

VARIES

VARIES

VARIE

S

VARIES

VARIES

VARIES

5", SPECIAL

NEW PCC SIDEWALK

2% MAX

DAM CORE

EXISTING CONCRETE

(COST INCLUDED W/SIDEWALK)

WEIGHT= 58 Lb PER 100 SF

6X6-W4.0 X 4.0

WELDED WIRE FABRIC

RIPRAP, CLASS A5

STONE DUMPED

STONE DUMPED RIPRAP, CLASS A5

RIPRAP, CLASS A5

STONE DUMPED

2'-0"

7'-6"7'-6"

BILL OF MATERIAL

D I U S

V A

R I E S

2'-0"15'-0" DIAMETER6'-0"VARIES

IDNR

V A

R I E S

.5

V A

R I E S

COUNTY

KENDALL 22 9

TOTAL

SHEETS

SHEET

NO.

2:47:38 PM

5.0000 ' / in.

1/12/2022

DATE -

DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444

1-7-2022

MISCELLANEOUS DETAILS

REVISED

REVISED

REVISED

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Yorkville_sidewalkrepair_details.dgn

(LOWER DIVIDER ISLAND)

SECTION D-D

2%

(LOWER DIVIDER ISLAND)

SCOUR LINE

EL 572.90|

EL 572.90|

SCOUR LINE

RIPRAP, CLASS A5

EXISTING STONE DUMPED

DD

EL. 572.85

4' RADIUS

EL. 572.75

EL. 572.90

EL. 572.75

4' RADIUS

EL. 572.95

STONE DUMPED RIPRAP, CLASS A5

V A

R I E S

V A

R I E S

RIPRAP, CLASS A5

STONE DUMPED

SIDEWALK

CONCRETE

THICK 5' WIDE

EXISTING 5"

ITEM UNIT TOTAL

SIDEWALK REMOVAL SQ FT

SQ FT

VARIE

S

~ CUL-DE-SAC

EL. 572.90

E 953921.04

N 1812555.50

EL. 572.90

E 953930.45

N 1812553.83

X

X

M A

X

M A

X

0%

DETAIL A PLAN VIEW

AT SCOUR LINE

FILTER FABRIC

SIDEWALK, SPECIAL

PAID FOR AS, PCC

CONCRETE CUL-DE-SAC

VARIABLE THICKNESS

(COST INCLUDED W/SIDEWALK)

WEIGHT= 58 Lb PER 100 SF

6X6-W4.0 X 4.0

WELDED WIRE FABRIC

SIDEWALK, SPECIAL.

CONSTRUCT NEW PORTLAND CEMENT CONCRETE

CUL-DE-SAC. PAID AS SIDEWALK REMOVAL.

REMOVE AND DISPOSE OF 5" THICK CONCRETE

PORTLAND CEMENT CONCRETE SIDEWALK, SPECIAL

BONDED CONSTRUCTION JOINT

CONCRETE SIDEWALK, SPECIAL.

AND COST INCLUDED IN PORTLAND CEMENT

ALL SIDEWALK SAWCUTS SHALL BE FULL DEPTH 2.

CEMENT CONCRETE SIDEWALK, SPECIAL.

C881 TYPE V. COST INCLUDED IN PORTLAND

BONDED CONSTRUCTION SHALL CONFORM TO ASTM 1.

NOTES:

BONDED CONSTRUCTION JOINT

FULL DEPTH SAWCUT LINE AND

SIDEWALK

5' WIDE CONCRETE

EXISTING 5" THICK

6"| 4'-5"|

BILL OF MATERIAL

17'-3"|

LEL

VARIESVARIES

82'|

8'-6"|8'-9"|

IDNR

5" & VARIES CONCRETE SIDEWALK

COUNTY

KENDALL 22 10

TOTAL

SHEETS

SHEET

NO.

2:47:38 PM

5.0000 ' / in.

1/12/2022

DATE -

DESIGNED

CHECKED

DRAWN

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444

1-7-2022

MISCELLANEOUS DETAILS

REVISED

REVISED

REVISED

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Yorkville_sidewalkrepair_details.dgn

E

E

(PLAN LOWER DIVIDER ISLAND)

(LOWER DIVIDER ISLAND)

SECTION E-E

ITEM UNIT TOTAL

SIDEWALK REMOVAL SQ FT

SQ FT

SIDEWALK REMOVAL

EXISTING STAIRS

GROUND LINE

EXISTING

EXISTING GROUTED BOULDERS

STONE DUMPED RIPRAP, CLASS A5

FILTER FABRIC

SCOUR LINE

EXISTING FILL

VARIES

VARIES

VARIES

VARIES

E 954081.31

N 1812501.14

MATCH EXISTING

E 954105.79

N 1812490.02

E 954119.70

N 1812481.59

E 954142.62

N 1812464.08

E 954148.54

N 1812458.82

E 954156.95

N 1812457.53

MATCH EXISTING

(EXISTING AND NEW)

E 954090.32

N 1812494.56

DETAIL B PLAN VIEW

2% MAX

WEIGHT= 58 Lb PER 100 SF

6X6-W4.0 X 4.0

WELDED WIRE FABRIC

SIDEWALK, SPECIAL, 514 SQ FT

SIDEWALK REMOVAL AND CONSTRUCT NEW PCC

REMOVE CONCRETE SIDEWALK, PAID AS

PORTLAND CEMENT CONCRETE SIDEWALK, SPECIAL

EL. 574.90|

E 954158.29

N 1812469.90

MATCH EXISTING

EL. 574.90|

E 954148.94

N 1812470.42

EL. 574.90|

E 954144.17

N 1812471.25

EL. 574.85|

E 954140.22

N 1812472.91

EL. 574.85|

E 954133.89

N 1812477.05

EL. 574.80|

E 954122.52

N 1812485.73

EL. 574.80|

E 954107.83

N 1812494.64

EL. 574.80|

E 954092.56

N 1812499.11

EL. 574.80|

E 954084.23

N 182505.10

MATCH EXISTING

X

X

JOINT

CONSTRUCTION

EXISTING

BONDED CONSTRUCTION JOINT

FULL DEPTH SAWCUT LINE AND

CONSTRUCTION JOINT

LINE AND BONDED

FULL DEPTH SAWCUT

EL. 574.70|

NEW PCC SIDEWALK, SPECIAL

TO CONSTRUCTING THE NEW SIDEWALK.

DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER PRIOR

(NORTHING & EASTINGS) AS THE EXISTING SIDEWALK. SURVEY

SAME VERTICAL (ELEVATIONS) AND HORIZONTAL GEOMETRY

CONTRACTOR SHALL CONSTRUCT THE NEW SIDEWALK TO THE *

12'-0"

4"|

LEL

VARIES VARIES

KENDALL 22 11

TOTAL

SHEETS

SHEET

NO.

2:47:38 PM

5.0000 ' / in.

1/12/2022

DATE -

DESIGNED

CHECKED

DRAWN

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444

1-7-2022

MISCELLANEOUS DETAILS

REVISED

REVISED

REVISED

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Yorkville_sidewalkrepair_details.dgn

SECTION F-F

SECTION G-G

(LOWER ISLAND)

(NTS)

(SOUTH SHORE)

EXISTING FILL

GROUND LINE

EXISTING

FILTER FABRIC NON-SHRINK GROUT*

VARIE

S

SCOUR LINE

OFF OF GROUTED BOULDERS)

(KEEP MACHINERY AND CAUSEWAYS

EXISTING GROUTED BOULDERS

EXISTING FILL

SCOUR LINE

VARIE

S

WITH NON-SHRINK GROUT.

HOLES WITH GROUT. COST INCLUDED

TO ALLOW FOR AIR ESCAPE. PLUG

NEEDED FOR GROUT APPLICATION AND

DRILL HOLES THROUGH SIDEWALK AS *

CLASS A5

EXISTING STONE RIPRAP

EXISTING PLANTED RIPRAP

El. 573.5

FILTER FABRIC

VARIES

VARIES

VARI

ES

VARIE

S

GRADE

EXISTING

CONCRETE SIDEWALK

EXISTING 5" THICK

STONE DUMPED RIPRAP, CLASS A5

CLASS A5

STONE DUMPED RIPRAP,

12'-0"

5'-0"

BILL OF MATERIAL

2'-9"|

12'-0"

5"

5"

1'-0"10'-0"1'-0"

COUNTY

KENDALL 22 12

TOTAL

SHEETS

SHEET

NO.

2:47:39 PM

5.0000 ' / in.

1/12/2022

DATE -

DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444

1-7-2022

MISCELLANEOUS DETAILS

REVISED

REVISED

REVISED

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Yorkville_sidewalkrepair_details.dgn

DETAIL C SECTION H-H

H

H

SOUTH ABUTMENT WALL

SIDEWALK

5' WIDE CONCRETE

EXISTING 5" THICK

SOUTH ABUTMENT WALL

EXISTING HANDRAIL

(PLAN VIEW-FLOW AUGMENTATION CULVERT)

ITEM UNIT TOTAL

SIDEWALK REMOVAL SQ FT

SQ FT

SIDEWALK REMOVAL

(FLOW AUGMENTATION CULVERT)

SS

SECTION S-S

WEIGHT= 58 Lb PER 100 SF

6X6-W4.0 X 4.0

WELDED WIRE FABRIC

(PROTECT IN PLACE)

EXISTING HANDRAIL

EL 507.11

SIDEWALK REMOVAL

PORTLAND CEMENT CONCRETE SIDEWALK, SPECIAL

(3 SIDES THUS)

JOINT FILLER

1/2" PREFORMED

BONDED CONSTRUCTION JOINT

FULL DEPTH SAWCUT LINE AND

BONDED CONSTRUCTION JOINT

FULL DEPTH SAWCUT LINE AND

(3 SIDES THUS)

1/2" PREFORMED JOINT FILLER

PARKING LOT32' 13' SIDEWALK

12' SIDEWALK

24"

24"

2'

COUNTY

KENDALL 22 13

TOTAL

SHEETS

SHEET

NO.

2:47:39 PM

10.0000 ' / in.

1/12/2022

DATE -

DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444

1-7-2022

ACCESS ROAD - LOWER BYPASS

REVISED

REVISED

REVISED

O:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Yorkville_AccessRd_details.dgn

6.65%

SECTION I-I

17.25

EXISTING GROUND

(LOWER BYPASS ACCESS ROAD)

(MOUNTED TO TYPE III BARRICADE)

24" X 12"

R9-9

CLOSED

SIDEWALK

CLOSED

PARKING LOT

SIGN DETAILS

(MOUNTED TO TYPE III BARRICADE)

24" X 12"

ACCESS CONFIGURATIONS/SLOPES.

ONLY TO GIVE THE CONTRACTOR POSSIBLE

THIS SECTION IS FOR INFORMATIONAL PURPOSES

NOTE:

(PROTECT IN PLACE)

EXISTING SIDEWALK

(PROTECT IN PLACE)

EXISTING SIDEWALK

(PROTECT IN PLACE)

EXISTING CURB AND GUTTER

AGGREGATE FOR TEMPORARY ACCESS

OF TRAFFIC CONROL AND PROTECTION, SPECIAL.

SIGNS AND BARRICADES ARE INCLUDED IN THE COST

NOTE:

TEMPORARY ACCESS.

COST INCLUDED IN AGGREGATE FOR

(TO BE REMOVED AND REINSTALLED)

EXISTING DECORATIVE FENCE

EXISTING GROUND

AND PROTECTED IN PLACE)

(TO BE REMOVED AND REINSTALLED

EXISTING BLOCK/STONE RETAINING WALL

O K

O R I G I N

A L

S U

R V

E Y

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

N O

O K

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

F I N

A L

S U

R V

E Y

COUNTY

KENDALL 22 14

TOTAL

SHEETS

SHEET

NO.

2:47:55 PM

20.0000 ' / in.

1/12/2022 DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444BYPASS CROSS SECTIONS

REVISED

REVISED

REVISEDO:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Bypass Cross Sections I.dgn

DATE - 1-7-2022

1'|

1'|

1'|

7'| 7'|

LEGEND

EXISTING GROUTED BOULDERS

EXISTING RIPRAP CLASS A5 (SPECIAL)

EXISTING RIPRAP CLASS A5

PROPOSED STONE DUMPED RIPRAP, CLASS A5

D I V I D

E R

I S

L A

N D

L O

W

A L

L E

N

T E

R W

A Y

2% MAX

M A

T E

R W

-150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

CONCRETE PATH

12' WIDE, 5" THK.

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAPMEDIAN W.S.E.

BEGIN LOWER LANDING RAMP

4+78

EXISTING GRADE

STONE DUMPED RIPRAP, CLASS A5= 5 SQ FT

STONE DUMPED RIPRAP, CLASS A5= 5 SQ FT

12.0'

POOL 9D

I V I D

E R

I S

L A

N D

L O

W

A L

L E

N G

E

W A

T E

R W

A Y

2% MAX

M A

T E

R W

-150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

CONCRETE PATH

12' WIDE, 5" THK.

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.

POOL INVERT 565.0'

CLASS A5

2.0' THICK STONE RIPRAP

5+01

STONE DUMPED RIPRAP, CLASS A5= 4 SQ FT

EXISTING GRADE

STONE DUMPED RIPRAP, CLASS A5= 4 SQ FT

12.0' POOL 9

D I V I D

E R

I S

L A

N D

L O

W

A L

L E

N G

E

W A

T E

R W

A Y

2% MAX

M A

T E

R W

-150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

MEDIAN W.S.E.

CONCRETE PATH

12' WIDE, 5" THK.

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

FACE OF EX. WALL

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

5+41

STONE DUMPED RIPRAP, CLASS A5= 6 SQ FT

EXISTING GRADE

STONE DUMPED RIPRAP, CLASS A5= 6 SQ FT

14' TYP.POOL 9

D I V I D

E R

I S

L A

N D

L O

W

A L

L E

N G

E

W A

T E

R W

A Y

M A

T E

R W

-150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592FACE OF EX. WALL

EX. GROUND

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

24-IN. MIN. GROUTED BOULDERS

MEDIAN W.S.E.

TURNAROUND

7.5' RADIUS

5+99

= 16 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

= 13 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

STONE DUMPED RIPRAP, CLASS A5= 29 SQ FTEXISTING GRADE

MAX

2%

MAX

2% CLASS A5

STONE RIPRAP

O K

O R I G I N

A L

S U

R V

E Y

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

N O

O K

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

F I N

A L

S U

R V

E Y

COUNTY

KENDALL 22 15

TOTAL

SHEETS

SHEET

NO.

2:47:56 PM

20.0000 ' / in.

1/12/2022 DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444BYPASS CROSS SECTIONS

REVISED

REVISED

REVISEDO:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Bypass Cross Sections II.dgn

DATE - 1-7-2022

12' PATH

9'|

12' PATH

9'|

6'|

12' PATH

5'| 2'|

12' PATH

6'| 11'|

5'|

LEGEND

EXISTING GROUTED BOULDERS

EXISTING RIPRAP CLASS A5 (SPECIAL)

EXISTING RIPRAP CLASS A5

PROPOSED STONE DUMPED RIPRAP, CLASS A5

14.0'12.0'

-170 -165 -160 -155 -150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110

D I V I D

E R

I S

L A

N D

L O

W

A L

L E

N

T E

R W

A Y

M A

T E

R W

2% MAX

24IN RCP

VARIES WITH PIPE DEPTH

A5 (SPECIAL), THICKNESS

STONE RIPRAP CLASS

24 IN RCP 571.5

MEDIAN W.S.E.

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CONCRETE PATH

5' WIDE, 5" THICK

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CLASS A5

2.0' THICK STONE RIPRAP

6+29

EXISTING GRADE

=22 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

STONE DUMPED RIPRAP, CLASS A5= 22 SQ FT

12.0' 14.0'

-170 -165 -160 -155 -150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

G5

D I V I D

E R

I S

L A

N D

L O

W

A L

L E

N

T E

R W

A Y

M A

T E

R W

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CONCRETE PATH

5' WIDE, 5" THICK

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CLASS A5

2.0' THICK STONE RIPRAP

6+47

= 19 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

=21 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EXISTING GRADE

STONE DUMPED RIPRAP, CLASS A5= 40 SQ FT

EL 571.00|

BOULDERS

GROUTED

2 FT. MIN

12' NOM 14.0'5'

-170 -165 -160 -155 -150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

W

A L

L E

N

T E

R W

A Y

D I V I D

E R

I S

L A

N D

2% MAX

2% MAX

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAPCONCRETE PATH

5' WIDE, 5" THICK

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CLASS A5

2.0' THICK STONE RIPRAP

6+66

=24 SQ FT

RIPRAP, CLASS A5=

STONE DUMPED= 10 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EXISTING GRADE

EL 571.95|

STONE DUMPED RIPRAP, CLASS A5= 34 SQ FT

POOL 8

13.7'

-170 -165 -160 -155 -150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

W

A L

L E

N

T E

R W

A Y

D I V I D

E R

I S

L A

N D

2% MAX 2% MAX

APPROX. BEDROCK

MEDIAN W.S.E.

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CONCRETE PATH

5' WIDE, 5" THICK

7+27

= 8 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

= 23 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

EXISTING GRADE

EL 572.80|

STONE DUMPED RIPRAP, CLASS A5= 45 SQ FT

14.0'

= 14 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

O K

O R I G I N

A L

S U

R V

E Y

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

N O

O K

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

F I N

A L

S U

R V

E Y

COUNTY

KENDALL 22 16

TOTAL

SHEETS

SHEET

NO.

2:47:57 PM

20.0000 ' / in.

1/12/2022 DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444BYPASS CROSS SECTIONS

REVISED

REVISED

REVISEDO:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Bypass Cross Sections III.dgn

DATE - 1-7-2022

12' PATH

6'|

5'|

11'|

12' PATH

5'| 5'|

12' PATH

5'|

12' PATH

3'|

4'|

LEGEND

EXISTING GROUTED BOULDERS

EXISTING RIPRAP CLASS A5 (SPECIAL)

EXISTING RIPRAP CLASS A5

PROPOSED STONE DUMPED RIPRAP, CLASS A5

14.0'

-170 -165 -160 -155 -150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

C H

U T

E

M A

T E

R W

2% MAX2% MAX

APPROX. BEDROCK

MEDIAN W.S.E.

7+60

= 8 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

EXISTING GRADE

= 6 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EL 572.96|

= 11 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

STONE DUMPED RIPRAP, CLASS A5= 25 SQ FT

I S

L A

N D

D I V I D

E R

14.0'

-170 -165 -160 -155 -150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

U T

E

2% MAX

CLASS A5

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.

7+79

= 9 SQ FT

RIPRAP, CLASS A5

STONE DUMPED = 7 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EXISTING GRADE

MAX

2%

STONE DUMPED RIPRAP, CLASS A5= 16 SQ FT

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

I S

L A

N D

D I V I D

E R

13.0'

-170 -165 -160 -155 -150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

MEDIAN W.S.E.

CLASS A5

2.0' THICK STONE RIPRAP

GROUTED BOULDERS

24-IN MIN STACKED

BASIN RELOCATION

RIPRAP FOR STILLING

7+95

= 4 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

= 3 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EXISTING GRADE

MAX

2%

STONE DUMPED RIPRAP, CLASS A5= 7 SQ FT

W A

T E

R W

W

A L

L E

N G

E

I S

L A

N D

D I V I D

E R

-170 -165 -160 -155 -150 -145 -140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

STONE DUMPED RIPRAP, CLASS A5= 17 SQ FT

MEDIAN W.S.E.

STONE RIPRAP CLASS A5

CONCRETE PATH

5' WIDE, 5" THICK

RIPRAP

8+59

= 9 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

= 8 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EXISTING GRADE

MAX

2%

W A

T E

R W

W

A L

L E

N G

E

I S

L A

N D

D I V I D

O K

O R I G I N

A L

S U

R V

E Y

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

N O

O K

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

F I N

A L

S U

R V

E Y

COUNTY

KENDALL 22 17

TOTAL

SHEETS

SHEET

NO.

2:47:58 PM

20.0000 ' / in.

1/12/2022 DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444BYPASS CROSS SECTIONS

REVISED

REVISED

REVISEDO:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Bypass Cross Sections IV.dgn

DATE - 1-7-2022

12' PATH

2'|

12' PATH

5'

2'|

12' PATH

LEGEND

EXISTING GROUTED BOULDERS

EXISTING RIPRAP CLASS A5 (SPECIAL)

EXISTING RIPRAP CLASS A5

PROPOSED STONE DUMPED RIPRAP, CLASS A5

-130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

V I D

E R

I S

L A

N D

2% MAX

STONE DUMPED RIPRAP, CLASS A5= 16 SQ FT

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

EXIST. 16 IN WATER CONC. ENCASED, BEHIND SECTION CUT

DISTURB

ENCASEMENT DO NOT

TOP OF CONCRETE

CLASS A5

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.

LANDING UPSTREAM

DOWNSTREAM TO 12'

TRANSITION FROM 5' PATH

9+00

= 16 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

BASIN RELOCATION

RIPRAP FROM STILLING

EXISTING GRADE

POOL 6

-130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

594 594

596 596

M A

T E

R W

V I D

E R

I S

L A

N D

2% MAX

CLASS A5

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.

9+32

= 44 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

BASIN RELOCATION

RIPRAP FROM STILLING

EXISTING GRADE

STONE DUMPED RIPRAP, CLASS A5= 44 SQ FT

-130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

V I D

E R

I S

L A

N D

2% MAX

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.PIPE PHASE 1

FLOW AUGMENTATION

HEADWALL

BOULDERS

GROUTED

24-IN MIN

9+62

EXISTING GRADE

STONE DUMPED RIPRAP, CLASS A5= 0 SQ FT

O K

O R I G I N

A L

S U

R V

E Y

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

N O

O K

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

F I N

A L

S U

R V

E Y

COUNTY

KENDALL 22 18

TOTAL

SHEETS

SHEET

NO.

2:47:59 PM

20.0000 ' / in.

1/12/2022 DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444BYPASS CROSS SECTIONS

REVISED

REVISED

REVISEDO:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Bypass Cross Sections V.dgn

DATE - 1-7-2022

12' PATH5' TYP.

8'|

18'|

12' PATH10'| 22'|

12' PATH19'|10'|

12' PATH

LEGEND

EXISTING GROUTED BOULDERS

EXISTING RIPRAP CLASS A5 (SPECIAL)

EXISTING RIPRAP CLASS A5

PROPOSED STONE DUMPED RIPRAP, CLASS A5

-90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

V I D

E R

I S

L A

N D

2% MAX

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.

BOULDERS

GROUTED

2 FT MIN

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

9+75

= 10 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

= 18 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

STONE DUMPED RIPRAP, CLASS A5= 28 SQ FT

EXISTING GRADE

-90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

V I D

E R

I S

L A

N D

2% MAX

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.

9+88

= 30 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EXISTING GRADE

= 16 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

STONE DUMPED RIPRAP, CLASS A5= 46 SQ FT

12'

-90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

V I D

E R

I S

L A

N D

2% MAX

MEDIAN W.S.E.

TO REMAIN

PORTION OF EXIST DAM

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

TO CONCRETE

AND SUBGRADE, GROUT

BOULDERS, PRE-WASHED

2' THICK GROUTED

10+00

= 33 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EXISTING GRADE

= 11 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

STONE DUMPED RIPRAP, CLASS A5= 44 SQ FT

-100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

V I D

E R

I S

L A

N D

2% MAX

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

5' PATH-TYP.

10+28

= 19 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

= 13 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EXISTING GRADE

STONE DUMPED RIPRAP, CLASS A5= 32 SQ FT

O K

O R I G I N

A L

S U

R V

E Y

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

N O

O K

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

F I N

A L

S U

R V

E Y

COUNTY

KENDALL 22 19

TOTAL

SHEETS

SHEET

NO.

2:48:00 PM

20.0000 ' / in.

1/12/2022 DESIGNED

CHECKED

DRAWN

LEL

OFFICE OF WATER RESOURCES

DEPARTMENT OF NATURAL RESOURCES

STATE OF ILLINOIS YORKVILLE DAM EROSION REPAIR

PROJECT FR-444BYPASS CROSS SECTIONS

REVISED

REVISED

REVISEDO:\OwrProjImpl\Projects\Yorkville Dam Erosion Repairs\Plan Sheets\Bypass Cross Sections VI.dgn

DATE - 1-7-2022

12' PATH

4'|

12' PATH4'|

12' PATH6'| 14'|

12' PATH

15'

10'| 19'|

LEGEND

EXISTING GROUTED BOULDERS

EXISTING RIPRAP CLASS A5 (SPECIAL)

EXISTING RIPRAP CLASS A5

PROPOSED STONE DUMPED RIPRAP, CLASS A5

-100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

V I D

E R

I S

L A

N D

2% MAX

STONE RIPRAP CLASS A5

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAPMEDIAN W.S.E.

EXISTING CONCRETE CORE

CLASS A5

2.0' THICK STONE RIPRAP

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

10+51

= 4 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

= 10 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EXISTING GRADE

STONE DUMPED RIPRAP, CLASS A5= 14 SQ FT

MAX

2%

-100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

2% MAXCLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.

EXISTING CONCRETE CORE

CLASS A5

STONE RIPRAP

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CLASS A5

2.0' THICK STONE RIPRAP

10+84

= 4 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

= 8 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EXISTING GRADE

STONE DUMPED RIPRAP, CLASS A5= 12 SQ FT

I S

L A

N D

D I V I D

E R

MAX

2%

-100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

STONE DUMPED RIPRAP, CLASS A5= 42 SQ FT

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

MEDIAN W.S.E.

STONE RIPRAP CLASS A5

EXISTING CONCRETE CORE

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

CLASS A5

2.0' THICK STONE RIPRAP

CLASS A5 (SPECIAL)

2.0' THICK STONE RIPRAP

11+00

= 16 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

= 26 SQ FT

RIPRAP, CLASS A5

STONE DUMPED

EXISTING GRADE

I S

L A

N D

D I V I D

E R

MAX

2%

SILL 3

-100 -95 -90 -85 -80 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190

554 554

556 556

558 558

560 560

562 562

564 564

566 566

568 568

570 570

572 572

574 574

576 576

578 578

580 580

582 582

584 584

586 586

588 588

590 590

592 592

M A

T E

R W

MEDIAN W.S.E.

C…