Amendment No. 1 Drawings 6.17.25.pdf

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

(e d ti m e M

O N

D D

Y Y

Y Y

H

:M M a m

/p m

(g e tv a r, d w g p re fi x

(g e tv a r, d w g n a m e

WILSON ST.

RING RD.

HWY. 56

BUTTERFIELD RD.

T O I

N T E

R S

T A T E I -8

F

A R

N S

W O

R T

H

CONSTRUCTION

KAUTZ RD.

ENTRANCE

R O

AD

B

K

IR

K R

D

PINE ST.

ENTRANCE

AREA

MAIN

INJECTOR

MAIN

K A

U T

Z R

D

PIN

E S

T. (

OUT)

PINE ST. (IN) LABORATORY

AREA

HOLTER RD

CENTRAL

WILSON ST.

ENTRANCE

BURLIN

GTON N

ORTHERN R

.R.

BATAVIA RD.

RECEIVING

ENTRANCE

BATAVIA RD.

E L

G

IN

J

O L

IE

T E

A S

T E

R N R .R

C O

M M

O N

W E

A L T

H E

D

IS

O N P

O W

E R L

IN

E S

R O

A D C

BATAVIA RD.

S W

E N S O

N

D-0 F A

R M R

D

F E

L D

O T T R

D

CDF

R O

A D D

E O

L A R

D

TO RT. 59

FERMILAB

VILLAGE

TO HW

Y 59

T

LOCKED

GATE

RAILYARD

STORAGE

WILSON ST.

HW

Y 38 RO

O

SEVELT RD.

CAMPUS

MUON

INDIAN CREEK ROAD

DI

SC

O

VE

RY

R

D.

P

IP

I I

C .C

F E Y N

M A N

FIXED TARGET AREA

NEUTRINO AREA

PROTON AREA

AREA

INDUSTRIAL

EOLA RD. ENTRANCE

KAUTZ ROAD CONSTRUCTION ENTRANCE ALTERATIONS

3-2-213Project No.

IS

S

U E

F O

R B

ID

COVER SHEET

ISSUE FOR BID0

PLANS

COMMUNICATION/ELECTRICAL

77-79

DETAILS

COMMUNICATION/ELECTRICAL

72-76

CROSS SECTIONS62-71

ACCESS DETAILS

PROPOSED COLLAR AND FIELD

PROPOSED GATE59-60

GUARDHOUSE DETAILS56-58

FERMILAB DETAILS55

IDOT DETAILS46-54

UTILITY PROTECTION PAD45

LANDSCAPE PLANS39-44

EROSION CONTROL PLANS33-38

EROSION CONTROL DETAILS32

EROSION CONTROL NOTES31

MARKING PLANS

SIGNING AND PAVEMENT

23-30

MOT PLAN - BUTTERFIELD RD22

DRAINAGE PLANS19-21

ROADWAY PLANS12-18

REMOVAL PLANS8-11

BENCHMARKS

ALIGNMENTS, TIES AND

PAVEMENT DETAIL6

TYPICAL SECTIONS3-5

GENERAL NOTES2

GENERAL

Sheet TitleSheet Number

DRAWING SHEETS

R.11E

R.11E

T .3

N

T .3

N

702+12.19

IMPROVEMENT BEGINS

INDIAN CREEK ROAD

110+40.07

IMPROVEMENT BEGINS

BUTTERFIELD ROAD

723+02.03

IMPROVEMENT ENDS

INDIAN CREEK ROAD

329+89.16

IMPROVEMENT ENDS

KAUTZ ROAD

116+62.45

IMPROVEMENT ENDS

BUTTERFIELD ROAD

LOCATION MAP

VICINITY MAP

PROJECT NORTH

S

W E

J a n u a ry

300+00

IMPROVEMENT BEGINS

KAUTZ ROAD

PROJECT LOCATION

AP

2/14/2025

OAR

DO

www.bowman.com

312-614-0360

Chicago, Illinois 60603

10 S. LaSalle Street, Suite 2110

KAUTZ ROAD ALTERATIONS

704685

KAUTZ ROAD ALTERATIONS

3-2-213

DISCOVERY GROUP, LLC

FERMI FORWARD

4.28.2025

M a rc h

APPLIES TO SHEETS: 1-71

LICENSED PROFESSIONAL ENGINEER,

STATE OF ILLINOIS, EXPIRES 11/30/2025

3.7.2025

APPLIES TO SHEETS: 72-79

LICENSED PROFESSIONAL ENGINEER,

EXPIRES

M ay

, 2

5.5.20255.5.2025

LICENSED

STATE OF

A

D D

E N

D U

M

Ju ne

7, ryanj Line ryanj Text Box

1 ADDENDUM 1 6/17/2025

ryanj Cloud ryanj Polygon ryanj Text Box ryanj Text Box

NN

C O

M M

C O

M M

C O

M M

C O

M M

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

GATE & FENCE (SEE DETAILS)

PROP. ACCESS

(TO BE REMOVED)

GATE & FENCE

EXIST. ACCESS

318'R 85'R

PR. KAUTZ RD �

500'R

'-14.00OFF

STA 303+11

'14.00OFF

STA 303+11

'-14.00OFF

STA 301+35

'17.53OFF

STA 301+35

'-14.00OFF

STA 300+95

LIMITS OF CONSTRUCTION

(SEE IDOT HWY STD. 606001)

CURB & GUTTER, TYPE B-6.12

COMBINATION CONCRETE

TYPE B-6.12 (SEE IDOT HWY STD. 606001)

COMBINATION CONCRETE CURB & GUTTER,

5' X 10' RIPRAP

R 200'

3-2-203 DRAWINGS)

W/ TRANSFORMER (SEE EXISTING

EXISTING COMED POWER POLE

R 55' R 344' R 650'

AND DISCONNECT

EXISTING FERMI METERING POLE WITH STREET LIGHT

ELECTRIC

EXISTING COMED

PAD. (TO BE REROUTED TO RELOCATED IT CABINET - BY OTHERS)

EXISTING (2) 1" RIGID STEEL COMM CONDUIT TO EX

KAUTZ RD

DETERMINED IN THE FIELD.

FINAL LOCATION TO BE

RELOCATED IT CABINET.

LIMITS OF CONSTRUCTION

301+00 301+50 302+00 302+50 303+00 303+50 304+00 304+50 305+00

740 740

742 742

744 744

746 746

748 748

750 750

752 752

754 754

.6

E

L

.0

V P

I

.0

E

L

.0

V

P I

-0.11% -2.10%

-2.67% -0.11%

.6

.0

V P

C

.9

.5

V

T

'150.00L =

75.38K =

.1

.9

.8

.8

.7

.7

.6

.2

.5

'65.00L =

25.43K =

EXISTING GRADE

PROPOSED GRADE

.9

.5

.2

.9

.8

.9

.8

.5

.9

IS

S

U E

F O

R B

ID

---- 0

P R

O J E

C T

N O

R T

H

S

W

E

F e b ru a ry

SCALE:

REVISIONS

DESCRIPTIONSDATEREV.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

FESS APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NO.

SHEET NO.

REVISION NO.FIMS NO.DISCOVERY GROUP, LLC

FERMI FORWARD

AP

2/14/2025

OAR

DO

www.bowman.com

312-614-0360

Chicago, Illinois 60603

10 S. LaSalle Street, Suite 2110

KAUTZ ROAD ALTERATIONS

704685

KAUTZ ROAD ALTERATIONS

3-2-213

PAVEMENT TRANSITION

LEGEND

PAVEMENT WIDENING

PAVEMENT MILL AND OVERLAY, 214"

AGGREGATE WEDGE SHOULDER, TYPE B

PAVEMENT MILL, 2" AND OVERLAY, 61

4"

GRAVEL

TOPSOIL AND SEEDING

PAVEMENT (GRAVEL ALTERNATE)

M A T C

H L

IN

E S

T A T

IO

N

.9

S E

E S

H E

E T

M A T C

H L

IN

E S

T A T

IO

N

S E

E S

H E

E T

ROADWAY PLANS

NOTES:

CONTROL MEASURE.

C&G AND 2' AGGREGATE SHOULDER FOR PERMANENT EROSION

TYPE B-6.12 ENDS AT STA. 303+10.81. PLACE RIPRAP BETWEEN

THE COMBINATION CONCRETE CURB AND GUTTER (C&G),4.

FOR SPLICING OF POWER AND COMMUNICATIONS.

THE PROPOSED CONDUITS TO TIE TO EXISTING HANDHOLE3.

GATE AND FENCE.

EXISTING GATE AND PLACEMENT OF THE PROPOSED

SEE ACCESS GATE DETAILS FOR REMOVAL OF THE2.

OF PROTECTION PAD PLACEMENT.

SEE UTILITY PROTECTION PAD DETAILS FOR LOCATION1.

0 30

SCALE IN FEET

60 90

M a rc h

M ay

, 2

A

D D

E N

D U

M

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7, ryanj Text Box

1 6/17/25 ADDENDUM 1

ryanj Snapshot ryanj Cloud ryanj Line

Line

NN

305+00 310+00306 307 308 309 311 312 313

PROP. LIGHT

SEE DETAILS.

(3) FIXED 11 GAUGE STEEL SAFETY BOLLARDS.

PROP. LIGHT

PROP. LIGHT

PROP. KAUTZ RD �

(SEE DETAILS)

PROP. GUARDHOUSE

'14.00OFF

STA 308+14

'51.31OFF

STA 308+53

'14.06OFF

STA 313+21

CONCRETE BARRIER

FREE-STANDING

CONCRETE BARRIER

FREE-STANDING

'50.74OFF

STA 309+62

'50.75OFF

STA 309+29

'91.42OFF

STA 309+34

'38.58OFF

STA 312+44

'54.32OFF

STA 312+52

50'R

40'R

40'R

10'R

45'R

45'R

20'R 10'R

200'R

50'R

20'R

10'R

45'R

'104.43OFF

STA 309+04 '91.30OFF

STA 311+44

'104.30OFF

STA 311+47

'163.27OFF

STA 311+82

'32.73OFF

STA 313+01

'62.22OFF

STA 312+99

'104.24OFF

STA 312+54

'104.26OFF

STA 312+28

'110.84OFF

STA 312+18

'170.82OFF

STA 311+97

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

'82.89OFF

STA 310+12

'82.82OFF

STA 311+42

MONITORING WELL

EX. GROUNDWATER

KAUTZ RD

(SEE LANDSCAPE PLANS)

TOPSOIL AND SEEDING

RESTORE GRAVEL PATH WITH

'230.27OFF

STA 311+80

'223.78OFF

STA 311+93

TO FIELD ACCESS DETAIL.

FIELD ACCESS. REFER

R20'

SEE NOTE 3

305+00 305+50 306+00 306+50 307+00 307+50 308+00 308+50 309+00 309+50 310+00 310+50 311+00 311+50 312+00 312+50 313+00 313+50 314+00

730 730

732 732

734 734

736 736

738 738

740 740

742 742

744 744

746 746

748 748

750 750

.0

.0

V P

I

.5

E

L

.0

V

P I

.3

E

L

.0

V

P I

.6

E

L

.0

V

P I

+3.7 2% -3.36%

-2.10%

-0.72% -3.36%

-0.72%

+3.7 2%

-0.59%

.1

.0

V

.0

.0

V

.3

.0

V

.2

.5

V

.1

.0

V

.3

.0

V P

C

.2

.5

V

.5

.0

V

'230.00L =

'100.00L =

'220.00L =

51.76K =

14.11K =

79.34K =

.5

.5

.4

.5

.1

.7

.3

.0

.0

.5

.5

.0

.7

.0

.6

.9

.5

.3

.5

'75.00L =

54.30K =

EXISTING GRADE

PROPOSED GRADE

.9

.8

.6

.8

.5

.2

.9

.9

.0

.4

.2

.9

.5

.9

.6

.6

.8

.8

.0

IS

S

U E

F O

R B

ID

---- 0

P R

O J E

C T

N O

R T

H

S

W

E

F e b ru a ry

SCALE:

REVISIONS

DESCRIPTIONSDATEREV.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

FESS APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NO.

SHEET NO.

REVISION NO.FIMS NO.DISCOVERY GROUP, LLC

FERMI FORWARD

AP

2/14/2025

OAR

DO

www.bowman.com

312-614-0360

Chicago, Illinois 60603

10 S. LaSalle Street, Suite 2110

KAUTZ ROAD ALTERATIONS

704685

KAUTZ ROAD ALTERATIONS

3-2-213

PAVEMENT TRANSITION

LEGEND

PAVEMENT WIDENING

PAVEMENT MILL AND OVERLAY, 214"

AGGREGATE WEDGE SHOULDER, TYPE B

PAVEMENT MILL, 2" AND OVERLAY, 61

4"

GRAVEL

TOPSOIL AND SEEDING

PAVEMENT (GRAVEL ALTERNATE)

M A

T C

H L

IN

E

S T

A T

IO

N

S

E E

S H

E E

T

M A

T C

H L

IN

E

S T

A T

IO

N

S

E E

S H

E E

T

ROADWAY PLANS

WIDENING. SEE CONTRACT SPECIFICATIONS.

EAST OF DELINEATION LINE IS A SITE ACCESS ALTERNATE, GRAVEL3.

SEE CROSS SECTIONS FOR GRADING DETAILS.2.

OF PROTECTION PAD PLACEMENT.

SEE UTILITY PROTECTION PAD DETAILS FOR LOCATION1.

NOTES:

0 30

SCALE IN FEET

60 90

M a rc h

M ay

, 2

A

D D

E N

D U

M

Ju ne

7, ryanj Text Box

1 6/17/25 ADDENDUM 1

ryanj Snapshot ryanj Cloud ryanj Line

PAVEMENT TRANSITION

LEGEND

PAVEMENT WIDENING

PAVEMENT MILL AND OVERLAY, 2

4"

AGGREGATE WEDGE SHOULDER, TYPE B

PAVEMENT MILL, 2" AND OVERLAY, 6

4"

GRAVEL

TOPSOIL AND SEEDING

PAVEMENT (GRAVEL ALTERNATE)

NN

315+00 320+00314 316 317 318 319 321 322

C O

M M

S U

B S T A

T

IO

N

R

IP

R A P

R

IP

R A P

C O

M M

EX. WETLANDS

EX. WETLANDS

5' DRIVEWAY APRON

5' DRIVEWAY APRON

PROPOSED KAUTZ RD �

EX. WETLANDS

EX. WETLANDS

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

KAUTZ RD

314+00 314+50 315+00 315+50 316+00 316+50 317+00 317+50 318+00 318+50 319+00 319+50 320+00 320+50 321+00 321+50 322+00 322+50 323+00

730 730

732 732

734 734

736 736

738 738

740 740

742 742

744 744

.2

.0

V

P I

.3

E

L

.0

V

P I

.5

E

L

.0

V

P I

-0.06% -0.89%-0.59%

-0.89%

-0.06%

+0.47%

.2

.5

V

.8

.5

V

.5

.5

V P

C

.4

.0

V

.9

.0

V

.2

.5

V

.0

.0

V

'75.00L =

'220.00L =

89.37K =

161.52K =

.5

.0

.7

.4

.2

.2

.2

.1

.7

.3

.0

.8

.8

.0

.2

.4

.7

.9

.1

'220.00L =

'75.00L = '220.00L =

79.34K =

140.09K = 161.52K =

EXISTING GRADE

PROPOSED GRADE

.0

.5

.1

.7

.7

.8

.7

.4

.0

.8

.5

.3

.4

.4

.2

.2

.8

.2

.3

IS

S

U E

F O

R B

ID

---- 0

P R

O J E

C T

N O

R T

H

S

W

E

F e b ru a ry

SCALE:

REVISIONS

DESCRIPTIONSDATEREV.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

FESS APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NO.

SHEET NO.

REVISION NO.FIMS NO.DISCOVERY GROUP, LLC

FERMI FORWARD

AP

2/14/2025

OAR

DO

www.bowman.com

312-614-0360

Chicago, Illinois 60603

10 S. LaSalle Street, Suite 2110

KAUTZ ROAD ALTERATIONS

704685

KAUTZ ROAD ALTERATIONS

3-2-213

M A T C

H L

IN

E S

T A T

IO

N

S E

E S

H E

E T

M A T C

H L

IN

E S

T A T

IO

N

S E

E S

H E

E T

ROADWAY PLANS

SEE DRAINAGE PLANS FOR EXISTING AND PROPOSED DRAINAGE.2.

OF PROTECTION PAD PLACEMENT.

SEE UTILITY PROTECTION PAD DETAILS FOR LOCATION1.

NOTES:

0 30

SCALE IN FEET

60 90

M a rc h

M ay

, 2

A

D D

E N

D U

M

Ju ne

7, ryanj Text Box

1 6/17/25 ADDENDUM 1

ryanj Snapshot ryanj Cloud ryanj Line

PAVEMENT TRANSITION

LEGEND

PAVEMENT WIDENING

PAVEMENT MILL AND OVERLAY, 2

4"

AGGREGATE WEDGE SHOULDER, TYPE B

PAVEMENT MILL, 2" AND OVERLAY, 6

4"

GRAVEL

TOPSOIL AND SEEDING

PAVEMENT (GRAVEL ALTERNATE)

323+00 323+50 324+00 324+50 325+00 325+50 326+00 326+50 327+00 327+50 328+00 328+50 329+00

730 730

732 732

734 734

736 736

738 738

740 740

742 742

744 744

746 746

748 748

750 750

.0

.0

V

I

.2

E

L

.0

V

.1

E

L

.0

V

+0.47% -0.64%

-0.64%

+0.51%

+0.51%

+0.89%

.8

.5

V

.7

.5

V

.4

.5

V

.0

.2

V

.3

.5

V

.2

.7

V

67.73K =

64.98K =

.1

.4

.6

.8

.8

.5

.3

.4

.7

.9

.3

.7

.2

'75.00L =

'37.50L =

67.73K =

101.04K =

PROPOSED GRADE

EXISTING GRADE

.3

.4

.9

.2

.3

.1

.0

.2

.4

.6

.0

.4

.1

IS

S

U E

F O

R B

ID

---- 0

P R

O J E

C T

N O

R T

H

S

W

E

F e b ru a ry

SCALE:

REVISIONS

DESCRIPTIONSDATEREV.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

FESS APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NO.

SHEET NO.

REVISION NO.FIMS NO.DISCOVERY GROUP, LLC

FERMI FORWARD

AP

2/14/2025

OAR

DO

www.bowman.com

312-614-0360

Chicago, Illinois 60603

10 S. LaSalle Street, Suite 2110

KAUTZ ROAD ALTERATIONS

704685

KAUTZ ROAD ALTERATIONS

3-2-213

NN

325+00323 324 326

C O

M M

RIPRAP

C O

M M

PROPOSED KAUTZ �

R=35' R=30'

28'

28'

28'

'-0.00OFF

STA 324+96

'-0.00OFF

STA 325+76

'43.85OFF

STA 326+09 '45.40OFF

STA 326+28

'14.00OFF

STA 326+58

'14.00OFF

STA 327+96

'-14.00OFF

STA 327+96

'-14.00OFF

STA 328+91

265'R

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIM

ITS O

F CO

NSTRUCTIO

N

PR. KAUTZ RD

LIM

ITS O

F CO

NSTRUCTIO

N

EX. WETLANDS

EX. WETLANDS

LIMITS OF CONSTRUCTION

KAUTZ RD

M A

T C

H L

IN

E

S T

A T

IO

N

S

E E

S H

E E

T

M

AT

CHLI

NE

ST

AT

IO

N

9+ (S

EE

S

HEE

T

ROADWAY PLANS

TO BORING DATA.

FROM STA. 325+96 TO STA. 329+89 IS 4" ACCORDING

TO STA. 325+96 IS 2". THE PAVEMENT THICKNESS

THE EXISTING PAVEMENT THICKNESS FROM STA. 300+003.

STA. 324+96 TO STA. 325+76.

SEE TRANSITION DETAIL FOR PAVEMENT TRANSITION FROM2.

OF PROTECTION PAD PLACEMENT.

SEE UTILITY PROTECTION PAD DETAILS FOR LOCATION1.

NOTES:

0 30

SCALE IN FEET

60 90

M a rc h

M ay

, 2

A

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E N

D U

M

Ju ne

7, ryanj Text Box

1 6/17/25 ADDENDUM 1

ryanj Snapshot ryanj Cloud ryanj Line

AP

2/14/2025

OAR

DO

www.bowman.com

312-614-0360

Chicago, Illinois 60603

10 S. LaSalle Street, Suite 2110

KAUTZ ROAD ALTERATIONS

704685

KAUTZ ROAD ALTERATIONS

3-2-213

IS

S

U E

F O

R B

ID

---- 0

P R

O J E

C T

N O

R T

H

S

W

E

F e b ru a ry

SCALE:

REVISIONS

DESCRIPTIONSDATEREV.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

FESS APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NO.

SHEET NO.

REVISION NO.FIMS NO.DISCOVERY GROUP, LLC

FERMI FORWARD

DETAILS

UTILITY PROTECTION PAD

THE UTILITY PROTECTION PAD SHALL BE INSTALLED.

THE UTILITY DATA MATRIX. UPON EXPOSING THE UTILITIES

EXISTING UTILITIES PER THE LOCATIONS IDENTIFIED ON

1. SUBCONTRACTOR TO VACUUM EXCAVATE AND EXPOSE

NOTES:

M a rc h

M ay

, 2

A

D D

E N

D U

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Ju ne

7, ryanj Text Box

1 6/17/25 ADDENDUM 1

ryanj Snapshot ryanj Cloud ryanj Line