Exhibit S - 20260407_GieseRoad-Addendum 1_Plans.pdf

Consulting Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

Fermi National Accelerator Laboratory

2026-04-07

ADDENDUM 1

GIESE ROAD RECONSTRUCTION - PROJECT NUMBER 3-2-223

Giese Road and Kautz Road Batavia, Illinois 60510-5011

FERMILAB CAMPUS LOCATION AND VICINITY MAP

PROJECT

DESCRIPTION

60510

BATAVIA, ILLINOIS

DUPAGE COUNTY

FERMI NATIONAL ACCELERATOR LABORATORY

BUILDING

ADDRESS

PROJECT INFORMATION

THE PROJECT INVOLVES THE RECONSTRUCTION OF GIESE ROAD FROM THE SCHWAHN

INTERSECTION TO KAUTZ ROAD, AND OF KAUTZ ROAD FROM THE GIESE ROAD

INTERSECTION TO INDIAN CREEK ROAD, ALONG WITH THE REPLACEMENT OF EXISTING

CULVERTS BENEATH GIESE ROAD FOR DRAINAGE IMPROVEMENT.

PROJECT LOCATION

ALIGNMENT TABLE

LINE # LENGTH

530.83

259.19

26.57

146.69

38.17

333.42

DIRECTION

N53° 38' 44.25"E

N54° 12' 34.44"E

N40° 56' 40.68"E

S38° 32' 02.08"E

S56° 58' 26.22"E

N89° 57' 01.16"E

START STATION/

PI STATION

0+00.00

5+30.83

9+17.36

100+00.00

102+75.42

104+72.34

START N/E

N: 97972.86 E: 98637.23

N: 98287.52 E: 99064.74

N: 98524.81 E: 99368.78

N: 98441.73 E: 99278.60

N: 98240.80 E: 99464.87

N: 98175.57 E: 99646.99

END STATION/

CURVE RADIUS

5+30.83

7+90.02

9+43.93

101+46.69

103+13.59

108+05.77

END N/E

N: 98287.52 E: 99064.74

N: 98439.10 E: 99274.99

N: 98544.88 E: 99386.19

N: 98326.98 E: 99369.98

N: 98220.00 E: 99496.87

N: 98175.86 E: 99980.42

127.33

128.74

158.75

CENTER

STA. 8+53.98

CENTER

STA. 102+11.62

CENTER

STA. 103+95.25

N: 98439.10 E: 99274.99

N: 98326.98 E: 99369.98

N: 98220.00 E: 99496.87

R = 550.00

R = 400.00

R = 275.00

CENTER

N: 98524.81 E: 99368.78

CENTER

N: 98240.80 E: 99464.87

CENTER

N: 98175.57 E: 99646.99

REV. DATE

DESIGNED

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

4/6 /20

:02 A

M

EXISTING CONDITIONS

ALIGNMENT PLAN

C-3 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

SCALE IN FEET

50' 100'

SC

H

W

AH

N R

D

KA

U

TZ

R

O

AD

GIESE ROAD

KAUTZ ROAD

GIESE ROAD

EXISTING WETLAND EXISTING WETLAND

EPHEMERAL NON-JURISDICTIONAL STREAM

FEDERALLY JURISDICTIONAL STREAM

FEDERALLY JURISDICTIONAL STREAM

BENCHMARKS

SOURCE BENCHMARK: (FERMILAB MONUMENT BM407)

MAG NAIL IN PAVEMENT OF IERC PARKING LOT.

NORTHING: 100,896.97

EASTING: 99,968.03

ELEVATION = 747.38 (NAVD88)

SITE BENCHMARK #1:

FERMILAB MONUMENT 190910 ON BOOSTER ROAD

APPROXIMATELY 800 FEET NORTHEASTERLY OF SITE.

NORTHING: 99090.23

EASTING: 99766.97

ELEVATION = 745.77 (NAVD88)

NOTES:

1. SURVEY COMPLETED BY MACKIE CONSULTANTS, LLC IS

BASED ON FIELD WORK COMPLETED ON 03-20-25.

REV. DATE

DESIGNED

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

4/6 /20

:02 A

M

SITE

ACCESS

PLAN

C-4 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

AREA

ROAD

C

HWY. 56 BUTTERFIELD RD.

INDUSTRIAL

MAIN

TO

IN

TE

R

ST

AT

E I-8

FA

R N

SW

O

R

TH

KAUTZ RD.

CONSTRUCTION ENTRANCE

INJECTOR

MAIN

SUBSTATION

KA

U

TZ

R

D

KAUTZ RD.

RING RD.

IS REQUIRED TO ENTER

NOTE: APPROPRIATE I.D.

WILSON ST. ENTRANCE

THIS GATE

PINE ST. ENTRANCE

(NO TRUCKS)

PROJECT AREA

PINE ST. (OUT)

PINE ST. (IN)

ROAD

A

-2

ROAD

A -1

HOLTER RD

CDF

FE

LD

O

TT

R D

BATAVIA RD.

RECEIVING

SITE

TO ENTER THIS GATE

FA

RM R

D

CLOSED

6 AM TO 6 PM

6 AM TO 6 PM

6 AM TO 5 PM

LEGEND

SITE BOUNDARY LINES

ON SITE CONSTRUCTION ROUTES

SW

ENSON

BATAVIA RD

KAUTZ RD

WILSON ST

PINE ST

HOURS

(NO ACCESS)

EOLA RD.

ENTRANCE

TO RT. 59

BATAVIA RD.

EO

LA

R D

GCC

ROAD D

FERMILAB

VILLAGE

(LOAD LIMIT-6 TONS)

BATAVIA RD.

ENTRANCE

ROAD E

0 500'

SCALE IN FEET

1000'

NOTE: APPROPRIATE

I.D. IS REQUIRED

CONTRACTOR STAGING AREA

CONSTRUCTION TRAFFIC

EXCESS MATERIAL STOCKPILE

EXCESS MATERIAL STOCKPILE

NOTES

1. CONTACT THE FERMI CONSTRUCTION COORDINATOR (FCC) FOR

LOCATION OF BORROW PIT.

2. ACCESS TO THE MINOS FACILITIES AT THE INTERSECTION OF

SCHWAHN AND GIESE ROAD MUST ALWAYS BE MAINTAINED FOR

REGULAR ACTIVITIES AND EMERGENCIES.

ONLY

ONLY

REV. DATE

DESIGNED

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

4/6 /20

:03 A

M

MAINTENANCE OF TRAFFIC

STAGE 1

C-5 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

SC

H

W

AH

N R

D

KA

U

TZ

R

O

AD

GIESE ROAD

KAUTZ ROAD

GIESE ROAD

LEGEND

DIRECTION OF TRAFFIC

WORK ZONE

TYPE III BARRICADE

DRUMS

TEMPORARY INFORMATION SIGNING

KEY NOTES

TYPE III BARRICADE WITH R11-2 SIGN

TYPE III BARRICADE WITH R11-4 SIGN

TYPE III BARRICADE

DRUMS @ 25' SPACING

NOTES

1. SEE SHEET C-20 FOR TRAFFIC CONTROL STANDARD DETAILS.

2. BARRICADE TO BE PLACED AT UPSTREAM INTERSECTION.

3. THE INTERSECTION OF GIESE ROAD AND SCHWAHN ROAD SHALL

BE COMPLETED IN SUB-STAGES TO PROVIDE ACCESS TO THE

MINOS FACILITY AT ALL TIMES.

NOT USED ON THIS SHEET

2 1

SEE NOTE 2

SEE NOTE 2

R3-5L 30" X 36"

STA 7+85.75'

OFFSET: -16.48'

R3-5R 30" X 36"

STA 100+10.48'

OFFSET: -23.76

SCALE IN FEET

50' 100'

SEE NOTE 3

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

4/6 /20

3:

P

M

DEMOLITION

PLAN - GIESE ROAD

C-8 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

SCALE IN FEET

30' 60'

SEE SHEET C-9

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS

SHALL BE DISPOSED OF, UNLESS OTHERWISE NOTED BY FERMI

CONSTRUCTION MANAGER.

2. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE

REPAIRED OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO

OWNER.

3. SUBCONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT

REMOVAL WITH PROPOSED PAVEMENT AND UTILITY LAYOUTS AND

JOINTING PLANS.

4. EXISTING PAVEMENT EDGES SHALL BE SAWCUT FULL DEPTH AROUND

PERIMETER OF PAVEMENT TO BE REMOVED TO PROVIDE CLEAN EDGE FOR

CONSTRUCTION OF PROPOSED PAVEMENT

5. SUBCONTRACTOR SHALL PRESERVE EXISTING TREES AND VEGETATION

WHENEVER PRACTICABLE. SUBCONTRACTOR SHALL TAKE NECESSARY

PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND

TREES ALONG THE AREA OF EXCAVATION.

6. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT INDICATED TO BE

REMOVED SHALL BE PROTECTED FROM DEMOLITION OR OTHER

CONSTRUCTION ACTIVITIES.

7. STOCKPILE AND REUSE EXISTING AGGREGATE REMOVAL FOR USE EITHER

AS CA-6 FOR PAVEMENT BASE OR AGGREGATE SHOULDER CONSTRUCTION

AS LONG AS MEETS GRADATION AND COMPACTION.

8. SEE EROSION CONTROL PLAN FOR PROTECTION OF THE EXISTING

WETLAND AND STREAM.

9. THE WORK ASSOCIATED WITH PIPE CULVERTS TO BE CLEANED SHALL BE

PERFORMED IN A NON-DESTRUCTIVE MANNER, THE AREA ADJACENT TO

THE EXISTING CULVERT AND END SECTIONS SHALL NOT BE DISTURBED

DURING THE CLEANING OPERATION.

LEGEND

LINEAR REMOVAL

PAVEMENT REMOVAL

REMOVE ITEM

KEY NOTES

GUARDRAIL REMOVAL

STORM SEWER REMOVAL, 36"

STORM SEWER REMOVAL, 12"

FLARED END SECTION REMOVAL

SC

H

W

AH

N R

D

KA

U

TZ

R

O

AD

GIESE ROAD

GIESE ROAD

REMOVE SIGN PANEL ASSEMBLY

TREE PROTECTION

PROTECT EXISTING SIGN

NOT USED ON THIS SHEET

ENVIRONMENTAL IMPACTS

PROTECT EXISTING WETLAND

SEE NOTE 8

PROTECT EXISTING STREAM

STREAM IMPACT = 0.0130 AC

PROTECT EXISTING STREAM

LIMITS OF DISTURBANCE

PIPE CULVERTS TO BE CLEANED

MASONRY REMOVAL9

PIPE CULVERTS TO BE CLEANED8

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

4/6 /20

9:

A

M

DEMOLITION

PLAN - KAUTZ ROAD

C-9 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

SCALE IN FEET

30' 60'

SEE SHEET C-8

GENERAL DEMOLITION NOTES:

1. SEE SHEET C-8 FOR NOTES.

LEGEND

KEY NOTES

GUARDRAIL REMOVAL

STORM SEWER REMOVAL, 36"

STORM SEWER REMOVAL, 12"

FLARED END SECTION REMOVAL

GIESE ROAD BASELINE

KAUTZ ROAD

REMOVE SIGN PANEL ASSEMBLY

TREE PROTECTION

PROTECT EXISTING SIGN

LINEAR REMOVAL

PAVEMENT REMOVAL

REMOVE ITEM

ENVIRONMENTAL IMPACTS

LIMITS OF DISTURBANCE

PIPE CULVERTS TO BE CLEANED

NOT USED ON THIS SHEET

MASONRY REMOVAL9

PIPE CULVERTS TO BE CLEANED8

4 5

2'

2'

12' 12' 2' 2'

POINT TABLE

POINT

ALIGNMENT

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

KAUTZ ROAD

GIESE ROAD

STATION

0+09.66

0+14.19

0+33.22

0+30.68

0+52.23

1+12.08

6+35.41

5+93.49

6+03.49

6+03.56

6+27.72

6+27.69

6+37.68

6+53.03

8+48.21

8+64.39

8+64.39

8+52.63

100+58.11

7+28.03

OFFSET

-7.13

-7.34

-28.70

-65.21

-66.78

-11.00

-13.33

-11.00

-20.69

-23.06

-22.31

-21.31

-11.00

-15.00

-11.00

-8.85

8.92

9.00

-12.00

-15.00

POINT TABLE

POINT

ALIGNMENT

GIESE ROAD

KAUTZ ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

GIESE ROAD

STATION

7+48.03

100+54.30

7+39.15

5+98.55

2+05.50

1+66.54

1+67.45

1+42.64

1+38.12

0+75.99

0+30.34

0+09.66

6+18.55

6+93.55

7+13.55

OFFSET

-13.00

12.00

11.00

13.00

11.00

60.09

63.98

71.60

56.91

11.00

11.00

7.38

15.00

15.00

13.00

REV. DATE

DESIGNED

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

4/5 /20

8:

P

M

ROADWAY

PLAN - GIESE ROAD

C-11 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

SCALE IN FEET

30' 60'

SEE SHEET C-12

LEGEND

SIGN PANEL WITH METAL POSTS - TYPE A

KEY NOTES

ASPHALT PAVEMENT

AGGREGATE SHOULDER

GUARDRAIL

NOT USED ON THIS SHEET

SC

H

W

AH

N R

D

KA

U

TZ

R

O

AD

GIESE ROAD

GIESE ROAD

KA

U

TZ

R

O

AD

1 2

R60'

R20'

R65' R40'

R46' R50'

R10'

R10'

W1-7 48" X 24"

STA 8+09.98

OFFSET: -18.81

TOPSOIL FURNISH AND PLACE, 6''

SEEDING, CLASS 2A

NITROGEN FERTILIZER NUTRIENT

POTASSIUM FERTILIZER NUTRIENT

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

4/5 /20

8:

P

M

DRAINAGE & GRADING

PLAN - GIESE ROAD

C-14 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

SCALE IN FEET

30' 60'

SEE SHEET C-15

KEY NOTES

PRECAST REINFORCED CONCRETE FLARED END SECTIONS,

EQUIVALENT ROUND-SIZE 48"

PIPE CULVERTS, CLASS A, TYPE 1

EQUIVALENT ROUND-SIZE 48"

RIPRAP WITH FILTER FABRIC

NOT USED ON THIS SHEET

LEGEND

RIPRAP WITH FILTER FABRIC

FES INV: 736.31

STA 6+61.66

OFFSET: -16.59'

FES INV: 736.31

STA 6+69.55

OFFSET: -17.17'

FES INV: 736.31

STA 6+77.45

OFFSET: -17.75'

FES INV: 736.04

STA 6+64.52

OFFSET: 22.43'

FES INV: 736.04

STA 6+72.42

OFFSET: 21.86'

FES INV: 736.04

STA 6+80.31

OFFSET: 21.28'

1RIPRAP AT FLARED END SECTION

NOTES:

1. STONE RIPRAP, CLASS A4 SHALL BE USED.

2. MINIMUM BEDDING THICKNESS SHALL BE 6 INCHES.

3. MINIMUM STONE THICKNESS SHALL BE 16 INCHES.

4. FILTER FABRIC SHALL BE INSTALLED BETWEEN SUBGRADE AND RIPRAP

5. LA = APRON LENGTH

STA 7+00

OFFSET: 14.38'

STA 6+50

OFFSET: 15'

NOTES

1. FLARED END STRUCTURE CALLOUTS AND INVERT

ELEVATIONS ARE TAKEN AT THE INTERFACE BETWEEN THE

PIPE AND THE FLARED END STRUCTURE.

A

STA 7+00

OFFSET: 15'

STA 6+50

OFFSET: 14.72'

STA: 6+63.68

OFF: 60.48

STA: 6+98.99

OFF: 58.06

1 1

REV. DATE

DESIGNED

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

4/5 /20

8:

P

M

EROSION CONTROL

PLAN - GIESE ROAD

C-16 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

SCALE IN FEET

30' 60'

SEE SHEET C-17

LEGEND

INLET AND PIPE PROTECTION

PERIMETER EROSION BARRIER

SEDIMENT CONTROL, SILT CURTAIN

TEMPORARY EROSION CONTROL SEEDING

KEY NOTES

PERIMETER EROSION BARRIER

INLET AND PIPE PROTECTION

SEDIMENT CONTROL, SILT CURTAIN

SUPER FILT FENCE

NOTES:

1. EROSION CONTROL MEASURES SHOWN ON THIS SHEET ARE INTENDED

TO BE A GUIDELINE. MORE EROSION CONTROL MEASURES MAY BE

NEEDED DURING CONSTRUCTION.

2. COMPLIANCE WITH EROSION CONTROL REQUIREMENTS SHALL NOT

INTERFERE WITH FERMILAB OPERATIONS.

3. PROTECT ALL TREES WHERE POSSIBLE.

4. RESTORE ALL DISTURBED AREAS INSIDE EXISTING SILT FENCE AREAS

WITH TEMPORARY SEEDING IN ACCORDANCE WITH THE

SPECIFICATIONS.

5. INSTALL TEMPORARY SEEDING IN ALL DISTURBED TURF AREAS

OUTSIDE OF EXISTING SILT FENCE THAT WILL NOT BE PERMANENTLY

RESTORED WITHIN 14 DAYS OF DISTURBANCE.

6. SUBCONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO

PREVENT TRACKOUT AND IMMEDIATELY REMOVE ANY MUD OR DEBRIS

FROM ROAD SURFACES.

7. THE SUBCONTRACTOR SHALL NOTE THAT THE PROJECT AREA IS

SUBJECT TO PONDING OF WATER. DEWATERING MAY BE REQUIRED TO

CONSTRUCT THE IMPROVEMENTS.

8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF

EXISTING EROSION CONTROL MEASURES.

9. INSTALL EROSION CONTROL BEST PRACTICES FOR ALL NEW UTILITIES

NOT SHOWN ON THIS SHEET. RESTORE ALL AREAS DISTURBED AS A

RESULT OF CONSTRUCTION NOT SHOWN ON THIS SHEET IN

ACCORDANCE WITH THE SPECIFICATIONS.

10. THE SUBCONTRACTOR SHALL PROTECT ALL TREES, SHRUBS, AND

LANDSCAPING AGAINST ANY DAMAGES, AND REPAIR/REPLACE ANY

DAMAGED MATERIALS/AREAS AT HIS OWN EXPENSE. ANY TREES OR

SHRUBS REQUIRING RELOCATION WILL BE NOTED PRIOR TO

EXCAVATION AND SHALL BE REMOVED BY FERMILAB UNLESS

OTHERWISE NOTED ON THE DRAWINGS.

11. ALL GRASS AREAS DISTURBED BY CONSTRUCTION ACTIVITIES, NOT IN

THE AREA DESIGNATED FOR CLEARING, SHALL BE RESTORED WITH

SEEDING AND FERTILIZING PER THE SPECIFICATIONS. DISTURBED

AGRICULTURAL FIELDS WILL NOT REQUIRE SEEDING BUT SHOULD BE

FINISHED GRADED WITH TOPSOIL AND 50 LBS PER ACRE OF ANNUAL

RYE. TOPSOIL SHALL BE REMOVED IN THE CLEARING AREA AND

STOCKPILED AT THE LOCATION SHOWN ON THE DRAWINGS. THOSE

AREAS DISTURBED, NOT IN THE AREA DESIGNATED FOR CLEARING,

THAT ARE 15 FEET BEYOND THE CENTERLINE OF THE UTILITY SHALL

BE REPAIRED AT THE SUBCONTRACTOR'S EXPENSE.

12. IT IS THE RESPONSIBILITY OF THE SUBCONTRACTOR TO USE

APPROPRIATE SOIL EROSION CONTROL DEVICES AS SHOWN ON THE

PROJECT DRAWING AND EXPLAINED IN THE DETAILS TO PREVENT

SEDIMENT FROM ENTERING THE EXISTING STORM SEWER SYSTEM OR

SURFACE WATER

13. ANY DEWATERING REQUIRED DURING THE COURSE OF THE PROJECT

SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. WATER

PUMPED FROM EXCAVATIONS SHALL BE DISCHARGED INTO

SEDIMENTATION PITS. WATER SHALL NOT BE DISCHARGED DIRECTLY

INTO THE FLOW LINE OF DITCHES, GUTTERS, OR DRAINAGE

STRUCTURES UNDER ANY CIRCUMSTANCES.

14. AT THE CLOSE OF EACH WORK DAY, OR AS NEEDED, ANY LOOSE

MATERIAL DEPOSITED ON ROADWAYS OR IN THE FLOW LINE OF

GUTTERS, DRAINAGE STRUCTURES, DITCHES, ETC. SUCH THAT THE

NATURAL FLOW LINE OF WATER IS OBSTRUCTED, SHALL BE REMOVED

BY THE SUBCONTRACTOR. AT THE CONCLUSION OF CONSTRUCTION

OPERATIONS, ALL DRAINAGE STRUCTURES AND FLOW LINES SHALL BE

FREE FROM DIRT AND DEBRIS.

15. EROSION CONTROL MEASURES NOT SHOWN AS EXISTING SHALL BE

REMOVED BY THE SUBCONTRACTOR UPON COMPLETION OF THE

PROJECT.

16. THE SUBCONTRACTOR WILL BECOME SIGNATORY TO THE STORM

WATER POLLUTION PREVENTION PLAN (SWPPP) AND WILL COMPLY

WITH INSTALLATION AND MAINTENANCE REQUIREMENTS

THROUGHOUT THE PROJECT.

TEMPORARY EROSION CONTROL SEEDING4

NOT USED ON THIS SHEET

SUPER SILT FENCE

SUPER SILT FENCE LAYOUT TABLE

A D

B

C

E

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

4/5 /20

:39 P

M

EROSION CONTROL

PLAN - KAUTZ ROAD

C-17 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

SCALE IN FEET

30' 60'

SEE SHEET C-16

LEGENDLEGEND

INLET AND PIPE PROTECTION

PERIMETER EROSION BARRIER

KEY NOTES

PERIMETER EROSION BARRIER

INLET AND PIPE PROTECTION

SEDIMENT CONTROL, SILT CURTAIN

NOTES

1. SEE SHEET C-16 FOR EROSION CONTROL DETAILS

TEMPORARY EROSION CONTROL SEEDING

TEMPORARY EROSION CONTROL SEEDING4

SUPER FILT FENCE

NOT USED ON THIS SHEET

5 1

SUPER SILT FENCE

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

4/6 /20

:09 P

M

DETAILS

C-20 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

4/6 /20

:09 P

M

DETAILS

C-22 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

1SUPER SILT FENCE

NOTES:

1. FENCING SHALL BE 36" IN HEIGHT AND CONSTRUCTED IN ACCORDANCE WITH SECTION 664 OF THE ILLINOIS STANDARD SPECIFICATIONS. THE SPECIFICATION FOR A 6' FENCE SHALL BE USED, SUBSTITUTING 36" AND 6' LENGTH POSTS.

2. CHAIN LINK FENCE SHALL BE FASTENED SECURELY TO THE FENCE POSTS WITH WIRE TIES. THE LOWER TENSION WIRE, BRACE AND TRUSS RODS, DRIVER ANCH0RS AND POST CAPS ARE NOT REQUIRED. PULL POSTS, CORNER POSTS, HORIZONTAL BRACING AND TIE RODS ARE NOT REQUIRED.

3. SILT FENCE FABRIC SHALL BE FASTENED SECURELY TO THE CHAIN LINK FENCE WITH TIES SPACED EVERY 24" AT THE TOP AND MID SECTION.

4. WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED 2' HORIZONTALLY.

5. MAINTENANCE SHALL BE PERFORMED AS NEEDED. SILT BUILD-UP AGAINST FENCE SHALL BE REMOVED WHEN SILT REACHES 50% OF FENCE HEIGHT.

6. SUPER SILT FENCE IS TO BE USED TO PROTECT ENVIRONMENTALLY SENSITIVE AREAS AND CONTROL SEDIMENT RUNOFF FROM CONSTRUCTION STONE

SITES WHEN ADDITIONAL REINFORCEMENT IS REQUIRED DUE TO SLOPE OF SITE OS VOLUME OF STORM WATER RUNOFF.

6+50.00

0 20 40 600-20-40-60

O

FF

:0 .0

E

L:

1.

O

FF

:0 .0

E

L:

1.

7+00.00

0 20 40 600-20-40-60

O

FF

:0 .0

E

L:

1.

O

FF

:0 .0

E

L:

1.

7+50.00

0 20 40 600-20-40-60

O

FF

:0 .0

E

L:

1.

O

FF

:1 2.

E

L:

1.

8+00.00

0 20 40 600-20-40-60

O

FF

:0 .0

E

L:

1.

8+50.00

0 20 40 600-20-40-60

O

FF

:9 .0

E

L:

1.

O

FF

:0 .0

E

L:

1.

REV. DATE

DESIGNED

CHECKED

APPROVED

SUBMITTED

DRAWN

DRAWING NO.

DESCRIPTIONS

REVISIONS

REV.

UNITED STATES DEPARTMENT OF ENERGY

NAME DATE

SCALE: FERMI NATIONAL ACCELERATOR LABORATORY

GIESE ROAD RECONSTRUCTION

Civil Engineers 1431 Opus Pl.

Suite 400 Downers Grove, IL 60515

Tel : 630.724.3200 Fax: 630.724.3201

PROJECT

NORTH

E

S

W

3-2-223

5/3 0/2

5 1

1:1 7 P

M

CROSS SECTIONS

GIESE ROAD

C-24 1

R. GOVEIA 5/30/2025

M. CHUNG 5/30/2025

S. MCLAUGHLIN 5/30/2025

S. MCLAUGHLIN 5/30/2025

5/30/2025

/3

/2

0 5/30/2025 ISSUED FOR BID

1 4/7/2026 ADDENDUM 1

2.0%2.0%

2.0%2.0% 2.0% 2.0%

2.0%2.0% 2.0% 2.0%

2.0%2.0% 2.0%

2.0%2.0% 2.0% 2.0%