KRS Site Construction - Civil Drawings.pdf

1. THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS ARE INTENDED TO WORK WITH AND BE COMPLEMENTARY TO EACH OTHER, AND BOTH SHALL BE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. WHERE A DISCREPANCY IS FOUND, PROJECT DRAWINGS SHALL TAKE PRECEDENCE OVER PROJECT SPECIFICATIONS, AND PROJECT SPECIFICATIONS SHALL

TAKE PRECEDENCE OVER STANDARD SPECIFICATIONS.

2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. IN THE EVENT THAT CERTAIN DETAILS ARE NOT FULLY SHOWN OR NOTED ON DRAWINGS, THEIR CONSTRUCTION SHALL BE OF THE SAME TYPE AS FOR

SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED, SUBJECT TO THE ENGINEER'S APPROVAL.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW OF ALL PROJECT DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT CANNOT BE RESOLVED THROUGH THE CLARIFICATIONS IN THESE NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED PRIOR TO RECEIPT OF SUCH CLARIFICATION WILL BE DONE AT THE SOLE RISK OF THE CONTRACTOR.

4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO COMMENCING WITH THE WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE INFORMATION SHOWN ON THE DRAWINGS.

5. ANY DEVIATIONS FROM THESE PLANS, EXCEPT MINOR FIELD CHANGES REQUIRED TO JOIN EXISTING CONDITIONS AND APPROVED BY THE INSPECTOR, MUST BE REVIEWED AND APPROVED BY THE ENGINEER. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY

UNAUTHORIZED CHANGES TO THE PLANS.

6. THESE DRAWINGS WERE DEVELOPED SOLELY TO SUPPORT THE CONSTRUCTION OF THIS PROJECT AND SHALL NOT BE REPRODUCED NOR USED FOR ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION OF THE ENGINEER. NEITHER ARUP NOR THE ENGINEER STAMPING THESE PLANS SHALL BE RESPONSIBLE FOR, OR LIABLE FOR, ANY UNAUTHORIZED USE OF THESE PLANS.

7. ALL IMPROVEMENTS SHOWN HEREIN HAVE BEEN DESIGNED FOR THE FINAL SITE CONDITION OF THE PROJECT. ALL TEMPORARY WORK NECESSARY TO FACILITATE THE CONSTRUCTION OF THE APPROVED DRAWINGS IS CONSIDERED PART OF THE MEANS AND METHODS OF CONSTRUCTION AND SHALL BE DESIGNED, INSTALLED, AND CARRIED OUT BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE PROJECT GOVERNING CODE(S) AND THE AUTHORITY HAVING JURISDICTION (AHJ). WHERE DEEMED NECESSARY BY THE AHJ, TEMPORARY WORK SHALL BE DESIGNED BY A QUALIFIED AND LICENSED ENGINEER REGISTERED IN THE

STATE OF ILLINOIS.

8. ALL ELEVATIONS AND DIMENSIONS ARE IN FEET AND DECIMALS THEREOF UNLESS NOTED OTHERWISE.

9. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS ON PLANS SHALL BE ASSUMED TO BE

HORIZONTAL MEASUREMENTS UNLESS NOTED OTHERWISE.

10. DIMENSIONS TO PIPELINES ARE TO CENTERLINES UNLESS NOTED OTHERWISE.

11. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND OTHER IMPROVEMENTS IN AND AROUND THE AREA OF WORK UNLESS INDICATED HEREIN TO BE REMOVED. ANY DAMAGE TO EXISTING IMPROVEMENTS, INCLUDING THOSE COMPLETED BY THE CONTRACTOR, SHALL BE REPAIRED OR REPLACED AT NO COST AND TO THE SATISFACTION OF THE OWNER.

12. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS.

13. THE CONTRACTOR'S SAFETY PLAN SHALL BE DEVELOPED AND IMPLEMENTED IN ACCORDANCE WITH ALL SAFETY ORDERS OF THE IL

OSHA TITLE 8 REGULATIONS.

14. ALL FIXTURES, EQUIPMENT, PIPING, FITTINGS, AND MATERIALS SHALL BE LISTED AND LABELED FOR THEIR INTENDED PURPOSE.

1. THE EXISTENCE, LOCATION, AND CHARACTERISTICS OF UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF AVAILABLE DATA, INCLUDING FERMILAB RECORD DRAWINGS, AND GIS DATA PROVIDED BY THE OWNER. NO REPRESENTATION IS MADE AS TO THE ACCURACY NOR COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF

RECORD OR NOT SHOWN ON THESE PLANS.

2. THE CONTRACTOR SHALL POTHOLE TO IDENTIFY ANY POTENTIAL UTILITY CONFLICTS WITH GRAVITY DRAINS, UTILITIES, OR FOUNDATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL INCLUDE CONTINGENCY FOR LOCALIZED RELOCATION OF PRESSURIZED OR DRY UTILITIES IF SUCH CLASHES EXIST. THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION WITH THE

UTILITY OWNER(S).

3. UNLESS NOTED OR OTHERWISE AGREED WITH ENGINEER AND OWNER, ALL EXISTING UTILITIES SHALL BE PROTECTED AND MAINTAINED IN WORKING ORDER. ANY PLANNED DISRUPTIONS SHALL COMPLY WITH OWNER'S PROCEDURES.

4. CONTRACTOR IS RESPONSIBLE FOR AS-BUILT RECORD DRAWINGS AND SURVEYING, TO BE PRODUCED FOR RECORD TO OWNER AND

ENGINEER.

5. ALL CIRCUIT BREAKER AND DISCONNECT SWITCHING SHALL BE PERFORMED BY FERMIFORWARD. SUBCONTRACTOR SHALL ADHERE TO FERMIFORWARD LOCK-OUT AND AND TAG-OUT PROCEDURES FOR CIRCUIT DE-ENERGIZING AND BACKFEED ISOLATION.

SURVEY

GENERAL NOTES

GRADING

UTILITIES

1. ALL EARTH MOVING OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED GEOTECHNICAL REPORT BY XXXX, INCLUDING ANY APPROVED SUPPLEMENTAL REPORTS OR LETTERS.

2. EXCAVATED MATERIAL SHALL BE STOCK PILED IN LOCATION(S) APPROVED BY THE OWNER PER ILLINOIS URBAN MANUAL PRACTICE

STANDARD CODE 927.

3. NO EXCAVATED OR FILL MATERIAL SHALL BE PLACED IN ANY DRAINAGE PATH, WHETHER IT IS A PAVED FLOWLINE, SWALE, CREEK, OR FLOODPLAIN, UNLESS NOTED OTHERWISE.

4. ALL DEBRIS, FOREIGN MATERIAL, AND EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT APPROVED DISPOSAL SITES. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FOR THE TRANSPORTATION OF MATERIAL TO

AND FROM THE SITE.

5. ALL TRENCHES SHALL BE BACKFILLED PER DETAILS AND SPECIFICATIONS WITH APPROPRIATE TESTS TO VERIFY COMPACTION

VALUES.

6. WATER SHALL BE PROVIDED ON SITE BY CONTRACTOR AND USED TO CONTROL DUST DURING CONSTRUCTION OPERATIONS, UNLESS

OTHER DUST CONTROL MEASURES ARE APPROVED BY THE ENGINEER.

1. THE ORIGINAL SOURCE OF THE EXISTING CONDITIONS, INCLUDING EXISTING IMPROVEMENTS AND TOPOGRAPHY, IS FROM GIS DATA PROVIDED FROM THE OWNER. NO REPRESENTATION IS MADE AS TO THE ACCURACY NOR COMPLETENESS OF SAID EXISTING

IMPROVEMENTS AND TOPOGRAPHY.

2. ADDITIONAL SURVEY AND POTHOLING FOR FIELD VERIFICATION SHALL BE COMPLETED PRIOR TO CONSTRUCTION. NOTIFY THE

ENGINEER OF ANY DISCREPANCIES WITH THE PLANS PRIOR TO CONSTRUCTION.

ABBREVIATIONS

A/E ARCHITECTURAL/ENGINEERING

AB AGGREGATE BASE

AC, ASPH ASPHALT CONCRETE

ADA AMERICANS WITH DISABILITIES ACT

ADD'L ADDITIONAL

ALT ALTERNATE, ALTERNATIVE

ALUM ALUMINUM

APWA AMERICAN PUBLIC WORKS ASSOCIATION

APPROX APPROXIMATELY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AVG AVERAGE

BFP BACKFLOW PREVENTER

BIM BUILDING INFORMATION MODELLING

BLDG BUILDING

BM BENCHMARK

BOP BOTTOM OF PIPE

BOT BOTTOM

BW BACK OF WALK

C/C CENTER TO CENTER

CA CABLE

CAB CRUSHED AGGREGATE BASE

CAD COMPUTER-AIDED DESIGN

CFR CODE OF FEDERAL REGULATIONS

CHW CHILLED WATER

CIP CAST IRON PIPE

CJ CONTRACTION JOINT, CONTROL JOINT

CL CENTERLINE

CMB CRUSHED MISCELLANEOUS BASE

CO COMPANY

COMM COMMUNICATIONS

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUED/CONTINUITY

CPC CALIFORNIA PLUMBING CODE

CPWR COOLING POND WATER RETURN

CPWS COOLING POND WATER SUPPLY

CUB CENTRAL UTILITY BUILDING

CW, W COLD WATER, DOMESTIC WATER

CY CUBIC YARDS

DEMO DEMOLISH, DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DI DUCTILE IRON

DIA DIAMETER

DIP DUCTILE IRON PIPE

DWG DRAWING

DWP DEPARTMENT OF WATER AND POWER

DUCT DUCTBANK

DWY DRIVEWAY

E EAST, EASTING

E-LC ELECTRICAL LOW VOLTAGE

EG EXISTING GRADE, EXISTING GROUND

EL, ELEV ELEVATION

ELEC ELECTRICAL

EP EDGE OF PAVEMENT

ES&H ENVIRONMENT, SAFETY, & HEALTH FOR PROJECTS

EX, EXIST, (E) EXISTING

f'c COMPRESSIVE STRENGTH OF CONCRETE

FDC FIRE DEPARTMENT CONNECTION

FDRS FEEDERS

FESS FACILITIES ENGINEERING SERVICES SECTION

FF FINISHED FLOOR ELEVATION

FG FINISHED GRADE, FINISHED GROUND

FH FIRE HYDRANT

FIN FINISHED

FLG FLANGE

FM FERMIFORWARD

FO FIBER OPTIC

FS FINISHED SURFACE

FT FOOT

FU FIXTURE UNITS

FW FIRE WATER

G NATURAL GAS

GAL GALVANIZED

GB GRADE BREAK

GIS GEOGRAPHICAL INFORMATION SYSTEM

GM GAS METER

HD HEAD

HDPE HIGH DENSITY POLYETHYLENE

HP HIGH POINT, HINGE POINT

HT HEIGHT

HWY HIGHWAY

ICW INDUSTRIAL COOLING WATER

ID INSIDE DIAMETER

IDOT ILLINOIS DEPARTMENT OF TRANSPORTATION

IE INVERT ELEVATION

IJ ISOLATION JOINT

INV INVERT

ABBREVIATIONS

IRR IRRIGATION

KRS KAUTZ ROAD SUBSTATION

KV KILOVOLTS

L LENGTH

LP LOW POINT

LT LEFT

MAX MAXIMUM

MECH MECHANICAL

MH MAINTENANCE HOLE

MIL MILLIMETER

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH, NORTHING

N/A NOT APPLICABLE

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN VERTICAL DATUM

NO NUMBER

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

ORD ORDINANCE

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(P), PROP PROPOSED

PCC PORTLAND CEMENT CONCRETE

PE POLYETHYLENE

PIP2 PROTON IMPROVEMENT PLAN II

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PMH POWER MANHOLE

POC POINT OF CONNECTION

PP POLYPROPYLENE

PRV PRESSURE REGULATING VALVE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PWR POWER

R RADIUS

RD ROAD

REINF REINFORCED

REQ'D REQUIRED

RET RETENTION

REV REVISION

ROW RIGHT OF WAY

RR RAIL ROAD

RT RIGHT OR ROUTE

S SOUTH

SCE SOUTHERN CALIFORNIA EDISON

SCG SOUTHERN CALIFORNIA GAS COMPANY

SCH SCHEDULE

SD STORM DRAIN

SEC SECTION

SF SQUARE FEET

SHT SHEET

SPEC SPECIFICATION

SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

SQ SQUARE

SS SANITARY SEWER

SSFM SANITARY SEWER FORCE MAIN

SSMH SANITARY SEWER MANHOLE

SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

ST STREET

STA STATION

STD STANDARD

STL STEEL

SWGR SWITCHGEAR

SWPPP STORM WATER POLLUTION PREVENTION PLAN

T, TEL TELEPHONE/COMMUNICATIONS

T&B TOP AND BOTTOM

TC TOP OF CURB

TEMP TEMPORARY, TEMPERATURE

TG TOP OF GRATE

THK THICK

TOC TOP OF CONCRETE

TP TOP OF PIPE

TYP TYPICAL

UG UNDERGROUND

UIP UTILITIES INFRASTRUCTURE PROJECT

VAR VARIES

VCP VITRIFIED CLAY PIPE

VIF VERIFY IN FIELD

VOL VOLUME

W WEST, DOMESTIC WATER, WIDE

W/ WITH

W/O WITHOUT

WM WATER METER

XFMR TRANSFORMER

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

SCALE:

REVISIONS PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT FERMILAB DATE

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UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

DESCRIPTIONS

DATE

DATEREV.

Ju n

, 2

- 2 :3

6P M

A ut oD es k D oc s:

\A R

U P\

-0

Fe rm iL ab C am pu s In fra st ru ct ur e\

Pr oj ec t F ile s\

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M od el s\ C

C iv il\

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1- 3-

5-

7.

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90% FINAL DESIGN06/19/250 06/19/25

06/19/25

06/19/25

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J. SANDBERG

J. WOOD

J. BORGHESI

G. RUVALCABA

NTS

3-5-207

CIVIL

JU

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E

, 2

C-1GENERAL NOTES AND

ABBREVIATIONS

(E) KAUTZ ROAD SUBSTATION

40'

75.5'

62'

TYP.

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

SCALE:

REVISIONS PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT FERMILAB DATE

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UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

DESCRIPTIONS

DATE

DATEREV.

SCALE FEET

20 20 400

1. REFER TO SURVEY AND UTILITY NOTES ON SHEET C-1 FOR

THE SOURCE OF EXISTING TOPOGRAPHIC AND UTILITY

INFORMATION SHOWN ON THIS PLAN.

2. DAMAGE TO ANY EXISTING IMPROVEMENTS THAT ARE TO

REMAIN SHALL BE REPAIRED, AT THE CONTRACTOR'S

COSTS, TO THE SATISFACTION OF THE OWNER.

3. CONTRACTOR MUST PROVIDE AND MAINTAIN ALL

TEMPORARY MEASURES TO CONTROL DUST, NOISE, AIR

QUALITY, EROSION, AND SEDIMENT AND WASTE CONTROL IN

COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE,

LOCAL CODE AND REGULATIONS, PROJECT CONDITIONS OF

APPROVAL, AND MITIGATION MONITORING AND REPORTING

PROGRAM.

4. CLEARING WORK SHALL NOT BEGIN UNTIL FENCES,

BARRICADES, EROSION AND SEDIMENT CONTROL

MEASURES, WARNING SIGNS, AND OTHER PEDESTRIAN

CONTROL DEVICES ARE INSTALLED.

NOTES

LEGEND

CONTROL CABLE

ELECTRICAL LOW VOLTAGE

ELECTRICAL DUCTBANK

STORM DRAIN

REMOVE HARDSTAND, REUSE IF

POSSIBLE AS BASE MATERIAL,

DISPOSE EXCESS

REMOVE AND DISPOSE

EXISTING CONCRETE

REMOVE AND DISPOSE

EXISTING STORM PIPE

REMOVE AND DISPOSE

OF EXISTING FENCE

KEYNOTES

PROTECT IN PLACE EXISTING FENCE

2 PROTECT IN PLACE EXISTING DRAINAGE CHANNEL

3 PROTECT IN PLACE EXISTING SWING GATE

4 PROTECT IN PLACE EXISTING CONCRETE HEADWALL

5 PROTECT IN PLACE EXISTING LIFT STATION

6 PROTECT IN PLACE EXISTING STORM DRAIN MANHOLE

7 PROTECT IN PLACE EXISTING HANDHOLE

8 PROTECT IN PLACE EXISTING TETRA-DUCT

9 PROTECT IN PLACE EXISTING 8" INDUSTRIAL

COOLING WATER

10 PROTECT IN PLACE EXISTING 6" DUCTILE IRON

INDUSTRIAL COOLING WATER

11 PROTECT IN PLACE EXISTING 6" PERFORATED CMP

PIPE UNDERDRAIN

12 PROTECT IN PLACE EXISTING 4" DUCTILE IRON

STORM DRAIN

13 PROTECT IN PLACE EXISTING TRANSFORMER CONCRETE

PAD

14 PROTECT IN PLACE EXISTING 4" SUMP OUTLET STORM

DRAIN PIPE

15 PROTECT IN PLACE EXISTING 6" PVC STORM DRAIN

16 PROTECT IN PLACE EXISTING PEDESTRIAN GATE

17 PROTECT IN PLACE EXISTING HELIUM PIPES

PROTECT IN PLACE EXISTING 18-5" CONDUITS

CONCRETE ENCASED DUCT BANK

PROTECT IN PLACE EXISTING CONCRETE PAD (REFER TO

ELECTRICAL AND STRUCTURAL PLANS FOR EQUIPMENT

AND PAD REMOVALS)

RELOCATE EXISTING POLE (REFER TO ELECTRICAL PLANS)20

21 REMOVE EXISTING 6" PVC STORM DRAIN

22 REMOVE EXISTING STORM DRAIN MANHOLE

23 REMOVE EXISTING SWITCH PAD

24 REMOVE EXISTING SWING GATE

25 REMOVE EXISTING PEDESTRIAN GATE

26 REMOVE EXISTING FENCE

27 REMOVE EXISTING PAD

EXISTING COLUMNS

PROTECT IN PLACE EXISTING UNDERGROUND

ELECTRICAL DUCTBANKS

PROTECT IN PLACE EXISTING COLUMNS AND

FOUNDATION

REMOVE AND DISPOSE OF EXISTING CONCRETE PAD

(REFER TO ELECTRICAL AND STRUCTURAL PLANS FOR

EQUIPMENT AND PAD REMOVALS)

REMOVE AND DISPOSE EXISTING

UNDERGROUND CONDUIT

31 REMOVE AND DISPOSE OF EXISTING BELOW

GROUND CONDUIT, REFER TO ELECTRICAL PLANS

FOR LIMITS

32 REMOVE AND DISPOSE OF EXISTING CONTAINMENT

AREA WALL

E

S

W

TRUE

NORTH

Ju n

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90% FINAL DESIGN06/19/250 06/19/25

06/19/25

06/19/25

06/19/25

J. SANDBERG

J. WOOD

J. BORGHESI

G. RUVALCABA

1" = 20'

3-5-207

CIVIL

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, 2

C-2EXISTING CONDITIONS

AND DEMOLITION PLAN

KAUTZ ROAD SUBSTATION

(E) SWITCHGEAR BUILDING

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

SCALE:

REVISIONS PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT FERMILAB DATE

N O

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Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

DESCRIPTIONS

DATE

DATEREV.

SCALE FEET

20 20 400

1. REFER TO SURVEY AND UTILITY NOTES ON SHEET C-1 FOR

THE SOURCE OF EXISTING TOPOGRAPHIC AND UTILITY

INFORMATION SHOWN ON THIS PLAN.

2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE IN PLACE PRIOR TO CONSTRUCTION ACTIVITIES TO

PROTECT ADJACENT AND DOWNSTREAM PROPERTIES

FROM SEDIMENT RUNOFF. MEASURES INCLUDE, BUT ARE

NOT LIMITED TO, STABILIZED CONSTRUCTION ACCESS,

FIBER ROLLS, AND INLET PROTECTION. REFER TO PROJECT

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) (BY

OTHERS) FOR SITE SPECIFIC DETAILS. THIS PLAN DEPICTS

THE MINIMUM TEMPORARY EROSION AND SEDIMENT

CONTROL (TESC) MEASURES AND IS FOR PERMITTING

PURPOSES ONLY.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING

TESC MEASURES THAT PROVIDE ADEQUATE PROTECTION

TO OFF-SITE DRAINAGE SYSTEMS AND DOWNSTREAM

WATER BODIES DURING DEMOLITION AND ALL SUBSEQUENT

CONSTRUCTION PHASES, IN CONFORMANCE WITH THE

CONSTRUCTION GENERAL PERMIT AND PROJECT SWPPP.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING

THE PROJECT SWPPP AND ASSOCIATED TESC PLANS IN

ACCORDANCE WITH THEIR PROPOSED PHASING STRATEGY.

5. THE INSTALLATION AND MAINTENANCE OF ALL EROSION

AND SEDIMENT CONTROL MEASURES SHALL BE IN

ACCORDANCE WITH FERMIFORWARD'S ES&H MANUAL

(FESHM) AND ILLINOIS URBAN MANUAL.

6. THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS,

CONTROLS, VEHICLE ENTRY AND EXIT POINTS AND

MAINTAIN EROSION CONTROL MEASURES AND REMOVE

SEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN

TWENTY FOUR HOURS AFTER EACH STORM EVENT AND

DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT

THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES

OR PROTECTED AREAS.

7. THE CONTRACTOR SHALL CONTROL CONSTRUCTION SUCH

THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY

PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS

CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.

8. THE CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND

DEBRIS FROM EXITING THE SITE, AND SHALL BE

RESPONSIBLE FOR CLEANUP, REPAIRS, AND CORRECTIVE

ACTION IF SUCH OCCURS. THE CONTRACTOR SHALL

ENSURE THAT SEDIMENT AND OTHER SUBSTANCES ARE

NOT TRACKED OFF-SITE OR ONTO AREAS WHICH DRAIN TO

SWALES, DITCHED, WATERWAYS, ETC.

9. THE CONTRACTOR SHALL PERFORM CONSTRUCTION

SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED

FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,

SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION

AS DEFINED IN THE ILLINOIS URBAN MANUAL PRACTICE

STANDARD CODE 927. ALL STOCKPILES NOT ACTIVELY

BEING USED SHALL BE COVERED.

10. AT MINIMUM, THE FOLLOWING SOIL STABILIZATION

MEASURES SHALL BE PROVIDED DURING CONSTRUCTION

AS REQUIRED TO MINIMIZE SOIL EROSION AT

CONSTRUCTION ACCESS POINT(S):

10.1. TEMPORARY STABILIZED CONSTRUCTION ENTRANCE,

INSTALLED AT LOCATIONS DESIGNATED BY

CONTRACTOR TO REDUCE TRACKING OF MUD AND DIRT

ONTO PUBLIC ROADS BY CONSTRUCTION EQUIPMENT;

10.2. TEMPORARY STABILIZED CONSTRUCTION ROADWAYS IN

LOCATIONS DESIGNATED BY CONTRACTOR TO

PREVENT EROSION AND TO CONTROL TRACKING OF

MUD AND SOIL MATERIALS ONTO PUBLIC ROADS;

10.3. TEMPORARY STABILIZED CONSTRUCTION EXIT TIRE

WASH LOCATE AT EGRESS POINT TO REMOVE

SEDIMENTS FROM UNDER CARRIAGES AND TO

PREVENT SEDIMENTS FROM BEING TRANSPORTED

ONTO PUBLIC ROADS.

11. THE NEXT DOWNSTREAM CATCH BASIN/ DRAINAGE INLET

SHALL BE PROTECTED.

11.1. DRAIN INLETS SUSCEPTIBLE TO EROSION FROM THE

CONSTRUCTION OF THIS PROJECT SHALL BE

PROTECTED DURING CONSTRUCTION.

12. SEE SPECIFICATIONS FOR ADDITIONAL NOTES.

NOTES

LEGEND

FIBER ROLL

SILT FENCE, PER SPECIFICATIONS

ROCK OUTLET PROTECTION,

PER ILLINOIS URBAN MANUAL

PRACTICE STANDARD CODE 910

INLET PROTECTION, PER

SPECIFICATIONS

DIRECTION OF RUNOFF

STABILIZED CONSTRUCTION

ENTRANCE, PER SPECIFICATIONS

KEYNOTES

EXISTING DRAINAGE CHANNEL

Ju n

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A ut oD es k D oc s:

\A R

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Fe rm iL ab C am pu s In fra st ru ct ur e\

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IP

M od el s\ C

C iv il\

S he et s\ C

3- 3-

5-

7.

dw g

90% FINAL DESIGN06/19/250 06/19/25

06/19/25

06/19/25

06/19/25

J. SANDBERG

J. WOOD

J. BORGHESI

G. RUVALCABA

1" = 20'

3-5-207

CIVIL

JU

N

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, 2

C-3EROSION AND SEDIMENT

CONTROL PLAN

E

S

W

TRUE

NORTH

KAUTZ ROAD SUBSTATION

40.0'

(P) SWITCHGEAR

BUILDING

5.0'

9.0'

.0

9.

0'

5.0'

5.0'

5.0'

192.0'

5.0'

5.

0'

34.0'

(738.0 FG)

(738.8 FG)

(739.0 FG)

(738.0 FG)

739.6 FF

739.6 FF

(738.0 FG)

(738.8 FG)

(739.0 FG)

.7

.0

13.0'

.0

10.0'

.0

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

SCALE:

REVISIONS PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT FERMILAB DATE

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Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

DESCRIPTIONS

DATE

DATEREV.

SCALE FEET

20 20 400

1. REFER TO SURVEY AND UTILITY NOTES ON SHEET C-1 FOR

THE SOURCE OF EXISTING TOPOGRAPHIC AND UTILITY

INFORMATION SHOWN ON THIS PLAN.

2. MINIMUM 6" THICK CONCRETE PAD AT DOOR SHALL BE AT

FINISHED FLOOR ELEVATION AND SLOPE AWAY FROM THE

BUILDING AT 2% MAXIMUM. CONCRETE SHALL BE TYPE

520-C-2500.

3. COORDINATION FOR VENTING, DRAINAGE, AND WILDLIFE

PROTECTION OF VOID SPACE UNDER PROPOSED

SWITCHGEAR BUILDING IS ONGOING AND WILL BE FINALIZED

IN THE CONSTRUCTION DOCUMENTATION.

4. CONTRACTOR TO ENSURE DISTURBED GROUND SURFACE

THAT IS NOT PAVED TO BE REINSTATED PER DETAIL 2,

SHEET C-5.

NOTES

LEGEND

PROPOSED ASPHALT

PAVEMENT (16,500 SQ.FT),

SEE DETAIL 1 SHEET C-5

KEYNOTES

PROPOSED PEDESTRIAN GATE

PROPOSED TYMETAL PEDESTRIAN DOUBLE

SWING GATE OR APPROVED EQUAL

PROPOSED CHAIN LINK FENCE WITH BARBED WIRE,

REFER TO ELECTRICAL PLANS FOR FENCE GROUNDING

4 PROPOSED SWING GATE

5 EXISTING BASEMENT EXTENT

RELOCATED POLE, REFER TO

STRUCTURAL PLANS FOR DETAIL

7 PROPOSED CONCRETE PAD, TYP. (SEE NOTE 2)

PROPOSED CONCRETE PAD, REFER TO

STRUCTURAL PLANS

ELECTRIFIED FENCE,

REFER TO ELECTRICAL PLANS

10 FIRE WALL, SEE STRUCTURAL, SHEET S-210

PROPOSED CONCRETE PAD

(SEE NOTE 2)

PROPOSED FENCE

PROPOSED TYMETAL PEDESTRIAN SWING GATE

OR APPROVED EQUAL

MINIMUM 1% SLOPE AWAY FROM DOORWAY

FOR PROPER DRAINAGE

PROPOSED ELECTRIFIED FENCE

13 CONCRETE PAD FOR NEMA 3R FIBER OPTIC

CABINET, REFER TO STRUCTURAL PLANS

E

S

W

TRUE

NORTH

Ju n

, 2

- 1 :4

3P M

A ut oD es k D oc s:

\A R

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-0

Fe rm iL ab C am pu s In fra st ru ct ur e\

Pr oj ec t F ile s\

_W

IP

M od el s\ C

C iv il\

S he et s\ C

4- 3-

5-

7.

dw g

90% FINAL DESIGN06/19/250 06/19/25

06/19/25

06/19/25

06/19/25

J. SANDBERG

J. WOOD

J. BORGHESI

G. RUVALCABA

1" = 20'

3-5-207

CIVIL

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, 2

C-4EXTERNAL IMPROVEMENTS

PLAN

NOTES:

1. REINSTATE TO MATCH EXISTING TOTAL PAVEMENT SECTION WHERE POSSIBLE. SECTION SHALL NOT BE LESS THAN MINIMUM SECTION SHOWN ABOVE.

2. IN THE ABSENCE OF A SITE SPECIFIC GEOTECHNICAL REPORT, THIS SECTION IS BASED ON AS-BUILTS. A SITE SPECIFIC GEOTECHNICAL REPORT WILL

ADVISE ON THE FINAL PAVEMENT SECTION.

3. PAVEMENT AREAS THAT ARE REPAIRED SHOULD HAVE A SMOOTH TRANSITION TO NOT INTERFERE WITH FUTURE SNOW PLOWING.

-NTS

HARDSTAND REINSTATEMENT

-NTS

ASPHALT PAVEMENT

3" ASPHALT

5 12" CRUSHED

AGGREGATE BASE

12" MIN. COMPACTED

CA-1 AGGREGATE

BASE COURSE.

SUITABLE SUB-BASE MATERIAL

6" MIN. COMPACTED CA-6

AGGREGATE SURFACE COURSE.

95% COMPACTED

SUBGRADE

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

SCALE:

REVISIONS PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT FERMILAB DATE

N O

T

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Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

DESCRIPTIONS

DATE

DATEREV.

Ju n

, 2

- 2 :3

6P M

A ut oD es k D oc s:

\A R

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Fe rm iL ab C am pu s In fra st ru ct ur e\

Pr oj ec t F ile s\

_W

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C iv il\

S he et s\ C

5- 3-

5-

7.

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90% FINAL DESIGN06/19/250 06/19/25

06/19/25

06/19/25

06/19/25

J. SANDBERG

J. WOOD

J. BORGHESI

G. RUVALCABA

NTS

3-5-207

CIVIL

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C-5EXTERNAL IMPROVEMENTS

DETAILS

(P) SWITCHGEAR

BUILDING

CONNECT (P) 6" SD

TO (E) LIFT STATION

IE 732.00 (VIF)

(E) 6" SD

IE OUT: 736.5 (VIF)

TYP.

MH

RIM: 739.2

IE OUT: 734.5

SEE NOTE 2

PROPOSED 2"

PVC DUCT, REFER

TO ELECTRICAL

PROPOSED (2) - 4"

CONDUIT, REFER

TO ELECTRICAL

PLANS

PROPOSED 2"

PVC DUCT, REFER

TO ELECTRICAL

PROPOSED

COMED CONDUIT,

REFER TO

ELECTRICAL

PROPOSED 2"

PVC DUCT, REFER

TO ELECTRICAL

MH

1.50%

L=78.62'

1.50% L=45.04'

(P) SDMH

STATION = 0+54.30

RIM:739.00

(P) SDMH W/ OIL STOP VALVE

STATION = 0+09.26

RIM:739.00

RIM: 739.0

IE OUT: 734.00

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E

E

E

EEEEEE

0+00 0+40 0+80

-0+80 -0+40 1+20 1+60 2+00 2+40

1.50% L = 78.62'

EXISTING GROUND

(P) SDMH

STATION = 0+54.30

RIM: 739.001

IE IN: 733.18

IE OUT: 733.18

CONNECT TO

EXISTING LIFT

STATION

IE 732.00 (VIF)

(P) 6" PVC SD

(E) 18- 5" CONDUIT DUCTBANK

STATION = 0+84.69

TOP = 736.33 (VIF)

(E) 26-5" CONDUIT DUCTBANK

STATION = 0+97.86

TOP = 737.29 (VIF)

(P) SDMH W/ OIL STOP VALVE

STATION = 0+09.26

RIM 739.0

IE IN: 736.36 (VIF)

IE OUT: 733.85 1.50%

L=45.04'

(E) 6" PVC SD

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

SCALE:

REVISIONS PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT FERMILAB DATE

N O

T

FO

R C

O N

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Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

DESCRIPTIONS

DATE

DATEREV.

SCALE FEET

20 20 400

1. REFER TO SURVEY AND UTILITY NOTES ON SHEET C-1 FOR

THE SOURCE OF EXISTING TOPOGRAPHIC AND UTILITY

INFORMATION SHOWN ON THIS PLAN.

2. CONTRACTOR TO PROTECT AND SUPPORT EXISTING

DUCTBANK DURING CONSTRUCTION TO ENSURE DUCTBANK

REMAINS STABLE.

NOTES

LEGEND

EXISTING STORM DRAIN

PROPOSED STORM DRAIN

EXISTING MANHOLE

PROPOSED MANHOLE,

PER DETAIL 1/ C-7

PROPOSED CLEANOUT,

PER DETAIL 3/ C-7

EXISTING LIFT STATION

KEYNOTES

PROPOSED 12-5" CONDUITS DUCT BANK, PER

SEPARATE PACKAGE (BID OPTION)

2 CONNECT TO DOWNSPOUT WITH ADAPTER (TYP)

3 PROPOSED 4" PVC STORM DRAIN, 2.00% MIN.

4 PROPOSED 6" PVC STORM DRAIN

PROPOSED STORM DRAIN CLEANOUT PER DETAIL 3,

SHEET C-7

MH

6 EXISTING CONTAINMENT WALL

COMED TO PULL EXISTING FIBER BACK FROM KAUTZ ROAD

SUBSTATION TO HANDHOLE AT THE SOUTHEAST CORNER

OF SITE AND COMPLETE ANY REQUIRED SPLICING. NEW

CONDUIT TO BE INSTALLED BETWEEN EXISTING

HANDHOLES AS SHOWN FOR TEMPORARY COMED FIBER

PATH DURING CONSTRUCTION OF THE KAUTZ ROAD

SUBSTATION TO BE INSTALLED BY CONTRACTOR. COMED

TO ROUTE FIBER BACK INTO CONTROL BUILDING ONCE

CONSTRUCTION IS COMPLETE.

PROPOSED COMED FIBER

H: 1" = 20', V: 1" = 2.5'

STORM DRAIN PROFILE

1" = 20'

STORM DRAIN PLAN

A

1" = 2'-6"

2.5 2.5 5

SCALE FEET

E

S

W

TRUE

NORTH

Ju n

, 2

- 2 :4

7P M

A ut oD es k D oc s:

\A R

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-0

Fe rm iL ab C am pu s In fra st ru ct ur e\

Pr oj ec t F ile s\

_W

IP

M od el s\ C

C iv il\

S he et s\ C

6- 3-

5-

7.

dw g

90% FINAL DESIGN06/19/250 06/19/25

06/19/25

06/19/25

06/19/25

J. SANDBERG

J. WOOD

J. BORGHESI

G. RUVALCABA

1" = 20'

3-5-207

CIVIL

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, 2

C-6COMPOSITE UTILITIES

PLAN

1. BACKFILL 95% DENSITY COMPACTED SOIL

2. SUBCONTRACTOR TO CONFIRM REQUIRED DISTANCE FROM INVERT OF DISCHARGE PIPE TO

BOTTOM OF MANHOLE FOR MOUNTING OF OIL STOP VALVE PRIOR TO ORDERING MANHOLES.

3. CONTRACTOR TO SUBMIT SHOP DRAWINGS STAMPED BY IL STRUCTURAL ENGINEER PRIOR TO

CONSTRUCTION.

-NTS

MANHOLE

LAWN AREAS MAINTAINED TO BE SEEDED

W/ SEED MIX PER FERMIFORWARD

ALL OTHER TURF AREAS ARE TO BE

SEEDED W/ SEED MIX PER FERMIFORWARD

NTS

TRENCH RESTORATION IN TURF AREAS 2

1. ANY AREAS REQUIRING PAVEMENT REPLACEMENT SHALL MATCH EXISTING PAVEMENT MATERIALS

AND THICKNESS.

2. BACKFILL THROUGH PAVEMENT AREAS SHALL BE COMPACTED CA-6 AGGREGATE TO PAVEMENT

SUB-BASE LEVEL.

NOTES

NOTE

FIN. GRADE RIM ELEV. (SEE PROFILE)

FG

45º ELBOW

45º WYE

4" PIPE RISER

4" SUBSOIL DRAIN

TREADED CAP

6-8" DIA VALVE BOX WITH

SOLID COVER MARKED "STORM"

NTS

STORM CLEANOUT 3

NTS

SD CONNECTION INTO SWITCHGEAR BUILDING 4

FINISHED GRADE

EXCAVATION

BACKFILL

COMPACTED TO

95% DENSITY

TOP SOIL

(MIN. 6")

SAND BACKFILL FA-6,

OR APPROVED EQUAL

SAND BACKFILL FA-6,

OR APPROVED EQUAL

IDOT CA-6

TRENCH BACKFILL

(HARDSTAND

COMPACT CA-6)

4" MOIST, WELL

COMPACTED SAND

BEDDING

NEW PIPE UTILITY

TRACER WIRE INTEGRAL

TO PIPING OR

MECHANICALLY

FASTENED TO PIPING AND

TERMINATED AT SURFACE

LEVEL TRACER WIRE

BOXES

POLYPROPYLENE

COATED STEPS @ 12"

ON CENTER

X-85 EXTERNAL GASKET CHIMNEY

SEAL AS MANUFACTURED BY

CRETEX SPECIALITY PRODUCTS

OR APPROVED EQUAL

PRECAST CONC.

MANHOLE SECTIONS

COMPACT SOIL

(SEE NOTE 1)

4" SAND CUSHION

6.0" PRECAST REINF.

CONC. SLAB OR

CAST-IN PLACE

ADJUSTABLE COLLARS

AS REQUIRED (12" MAX)

GRAVITY OPERATED

OIL STOP VALVE AS

MANUFACTURED BY

AFL INDUSTRIES, OR

APPROVED EQUAL

WHERE REQUIRED

1" DIA. VENT PIPE

(2) 1/2" DIA. S.S.

ANCHORS AND

STRAPS (TYP.)

PIPE

NEENAH R-1642 H-20 LOADING FRAME W/ TYPE "D"

SELF SEALING LID, MARKED STORM OR APPROVED

EQUAL

45° BEND

45° BEND

4" STORM PIPE

RAINWATER LEADER

4" STORM PIPE

AIR GAP

SUBSTATION WALL

MATCH EXISTING

(P) CONTAINMENT WALL PER STRUCTURAL

(E) TRANSFORMER

FOUNDATION

(P) CLAYMAX BENTONITE

LAYER OR APPROVED

EQUAL

1.5" WASHED GRAVEL

(P) 6" MIN. CLAY LINER (P) GEOTEXTILE FABRIC

(P) COMPACTED CA-6 BASE

12" COVER STORM 36" MIN. COVER SANITARY

VARIES

TRENCH EXCAVATION, IN

ACCORDANCE WITH 29 CFR PART 1926

12" MIN.

1/2 O.D.

TYP

4" BEDDING MIN.

48"

8"

MIN.

30"

24"

6"

48"

6"

REFER TO

STRUCTURAL PLANS

12' MIN.

NTS

OIL CONTAINMENT REINSTATEMENT 5

INVERT PER PLAN

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

SCALE:

REVISIONS PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT FERMILAB DATE

N O

T

FO

R C

O N

ST

R

U C

TI

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N

Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

DESCRIPTIONS

DATE

DATEREV.

Ju n

, 2

- 2 :3

5P M

A ut oD es k D oc s:

\A R

U P\

-0

Fe rm iL ab C am pu s In fra st ru ct ur e\

Pr oj ec t F ile s\

_W

IP

M od el s\ C

C iv il\

S he et s\ C

7- 3-

5-

7.

dw g

90% FINAL DESIGN06/19/250 06/19/25

06/19/25

06/19/25

06/19/25

J. SANDBERG

J. WOOD

J. BORGHESI

G. RUVALCABA

NTS

3-5-207

CIVIL

JU

N

E

, 2

C-7COMPOSITE UTILITIES

DETAILS