Exhibit B_Drawings.pdf

P-112

WILSON ST.

RING RD.

HWY. 56 BUTTERFIELD RD.

TO

IN

TE

RS

TA

TE

I-

FA

RN

SW

O

RT

H CONSTRUCTION

KAUTZ RD.

ENTRANCE

ROAD B

KI

RK

R D.

(NO TRUCKS)

PINE ST.

ENTRANCE

AREA

MAIN

INJECTOR

MAIN

KA

UT

Z

RD

PINE ST. (OUT)

PINE ST. (IN) LABORATORY

AREA

HOLTER RD

CENTRAL

WILSON ST.

ENTRANCE

BURLINGTON NORTHERN R.R.

BATAVIA RD.

RECEIVING

(NO ACCESS)

SITE BOUNDARY LINES

ON SITE CONST. ROUTES

HOURS

LEGEND

ENTRANCE

BATAVIA RD.

(LOAD LIMIT-6 TONS)

EL

G

IN

J

O

LI

ET

E

AS

TE

RN

R .R

CO

M

M O

NW

EA

LT

H

ED

IS

O N

PO

W

ER

L

IN

ES

ROAD

C

BATAVIA RD.

EOLA RD.

ENTRANCE

SWENSON

D-0 FA

RM

R D

FE

LD

O

TT

R D

INDUSTRIAL

AREA

CDF

ROAD D

EO

LA

R D.

TO RT. 59

FERMILAB

VILLAGE

TO HWY 59

LOCKED

GATE

RAILYARD

STORAGE

WILSON ST.

HWY 38 ROOSEVELT RD.

NO SCALE

VICINITY PLAN

TRAFFIC

CONSTRUCTION

MUON

CAMPUS

DISC

OVE

RY R

D.

PI

P

II

FE

YN

MAN

C.C

WILSON ST………….6 AM- 4:30 PM M-F NO TRUCKS ALLOWED

PINE ST………………..6 AM TO 6 PM NO TRUCKS ALLOWED

BATAVIA RD………...6 AM to 6 PM

FIXED TARGET AREA

NEUTRINO AREA

PROTON AREA

PROJECT

AREA

GENERAL DRAWINGS

S

E

NORTH

PROJECT

W

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

PL

O

T- D

AT

E

B. RUBIK

D. BRIDGES

6-10-35

11/01/2025

08/12/2025

0G-1

DRAWING LIST, LOCATION & VICINITY PLAN

J A

N

Project No. 6-10-35

DRAWING LIST

G-1 DRAWING LIST, LOCATION & VICINITY PLAN

DRAWINGS

C-3 DEMOLITION PLAN

REVISION HISTORY

REVISION

NUMBER

DATE OF

ISSUE

REVISION

DESCRIPTION

G-2 GENERAL NOTES

PROJECT

AREA

G-3 CIVIL NOTES AND LEGEND

C-2 EXISTING PHOTOS

C-5 GRADING AND DRAINAGE PLAN

FERMILAB EMERGENCY CONTACT:

PHONE NUMBER 630-840-3131

(911 DOES NOT APPLY AT FERMILAB)

MU2E ASPHALT PAD

IMPROVEMENT PROJECT

C-1 EXISTING CONDITIONS PLAN

C-4 PAVING PLAN

A 11/06/25 PER FERMILAB COMMENTS

MU2E ASPHALT PAD

IMPROVEMENT PROJECT

LOCATION MAP

N.T.S.

TSIB

MU2E

C-5 SECTIONS AND DETAILS

E-1 ELECTRICAL GROUNDING PLAN

E-2 ELECTRICAL SPECIFICATIONS

REVISED PER FERMILAB COMMENTS11/06/25A

REVISED PER FERMILAB COMMENTS01/20/26B

B 01/20/26 PER FERMILAB COMMENTS

AutoCAD SHX Text T

AutoCAD SHX Text

INDIAN CREEK ROAD

GENERAL CONDITIONS:

THE OWNER IS: FERMILAB - DEPARTMENT OF ENERGY

FFDG: FERMI FORWARD DISCOVERY GROUP

APPLICABLE STANDARD SPECIFICATIONS:

ALL EARTHWORK, PAVEMENT, CURBING, AND SIDEWALK

CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE

WITH THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION" ADOPTED JANUARY 1, 2024 BY THE ILLINOIS

DEPARTMENT OF TRANSPORTATION AND WITH ANY SPECIAL

PROVISIONS SPECIFIED HEREIN TO SAID STANDARD

SPECIFICATIONS.

STANDARD SPECIFICATIONS FOR SANITARY SEWERS, STORM

SEWERS AND WATER MAINS:

ALL SANITARY SEWER, STORM SEWER, AND WATER MAIN

CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE

WITH THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER

CONSTRUCTION IN ILLINOIS" 7TH EDITION/2022, AND WITH ANY

SPECIAL PROVISIONS SPECIFIED HEREIN TO SAID STANDARD

SPECIFICATIONS.

CONFLICTS:

IN THE CASE OF CONFLICTS BETWEEN THE PLANS AND

SPECIFICATIONS SHOWN HEREIN AND THE APPLICABLE STANDARD

SPECIFICATIONS, THESE PLANS AND SPECIFICATIONS SHOWN

HEREIN SHALL TAKE PRECEDENCE. NO SUBSTITUTIONS IN

MATERIALS, DETAILS OR ANY OTHER PART OF THE WORK SHALL

BE MADE WITHOUT THE WRITTEN APPROVAL OF THE FFDG

CONSTRUCTION COORDINATOR.

GENERAL CONSTRUCTION:

ALL WORK SHALL CONFORM TO THIS DRAWING SET AND THE PROJECT

SPECIFICATIONS.

ALL MATERIALS AND WORKMANSHIP SHALL BE CONSTRUCTED BASED

ON AND CONFORM TO ALL APPLICABLE CODES AND PRACTICES.

ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL

CODES, STANDARDS AND GUIDELINES HAVING LAWFUL JURISDICTION.

THE SUBCONTRACTOR SHALL FIELD CHECK AND VERIFY ALL EXISTING

CONDITIONS PRIOR TO THE START OF ANY WORK AND REPORT ANY

DISCREPANCIES TO FERMILAB'S REPRESENTATIVE PRIOR TO THE

COMMENCEMENT OF ANY WORK.

THE SUBCONTRACTOR SHALL NOTIFY THE FFDG CONSTRUCTION

COORDINATOR IMMEDIATELY IN REGARD TO ANY DISCREPANCIES

BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD

CONDITIONS.

THE SUBCONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SCOPE

OF THE WORK AND SOIL AND WATER CONDITIONS BEFORE

PROCEEDING WITH THE WORK.

THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS

FOR CONSTRUCTION SAFETY. SAFETY AND CARE OF ADJACENT

PROPERTY, ADJACENT CONSTRUCTION AND COMPLIANCE WITH STATE

AND LOCAL RULES AND REGULATIONS REGARDING SAFETY IS, AND

SHALL REMAIN, THE SOLE RESPONSIBILITY OF THE SUBCONTRACTOR.

THE SUBCONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY

EXISTING MATERIALS, LANDSCAPING, CONSTRUCTION, ETC. ANY

EXISTING MATERIALS, LANDSCAPING, CONSTRUCTION, ETC. DAMAGED

DURING CONSTRUCTION DUE TO CONSTRUCTION ACTIVITIES SHALL BE

REPLACED AND SHALL MATCH EXISTING MATERIALS, LANDSCAPING,

CONSTRUCTION, ETC. WHICH WAS DAMAGED AT THE

SUBCONTRACTOR'S EXPENSE AND AT NO ADDITIONAL COST TO

FERMILAB.

THE SUBCONTRACTOR SHALL PATCH AND / OR REPAIR ALL ADJACENT

AREAS INDICATED TO REMAIN WHICH ARE DAMAGED AS A RESULT OF

DEMOLITION OR CONSTRUCTION ACTIVITIES TO MATCH EXISTING TO THE

SATISFACTION OF FFDG CONSTRUCTION COORDINATOR.

ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED

TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILAR

CONDITIONS ELSEWHERE.

HANGERS AND OTHER SUPPORTS FOR MECHANICAL, ELECTRICAL,

PLUMBING, ETC. SHALL BE PROVIDED AS NOTED.

VERIFY SIZE AND LOCATION OF HOLES AND SLEEVES THROUGH

MASONRY, CONCRETE AND METAL STUD WALLS AND SLABS WITH

MECHANICAL, PLUMBING, AND ELECTRICAL SUBCONTRACTORS.

BACKFILL SHALL BE PLACED EVENLY AGAINST EACH SIDE OF

SUBGRADE STRUCTURAL ELEMENTS TO PRODUCE APPROXIMATELY

EQUAL AND OPPOSITE LATERAL PRESSURES.

SUBGRADE STRUCTURAL ELEMENTS SUBJECTED TO DIFFERENTIAL

LATERAL SOIL PRESSURE SHALL BE ADEQUATELY BRACED UNTIL THE

STRUCTURAL SLABS WHICH PROVIDE LATERAL RESTRAINT HAVE BEEN

PLACED AND ALLOWED TO CURE FOR A MINIMUM OF SEVEN (7) DAYS.

INCIDENTAL CONSTRUCTION:

THE SUBCONTRACTOR SHALL PERFORM ALL WORK INDICATED

OR IMPLIED IN THE CONTRACT DOCUMENTS. ALL WORK NOT

SPECIFIED, BUT REQUIRED TO COMPLETE THE PROJECT,

INCLUDING ACCESSORIES AND APPURTENANCES, SHALL BE

PERFORMED BY THE SUBCONTRACTOR, INCIDENTAL TO THE

CONTRACT PRICE IN A SATISFACTORY MANNER.

ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE REMOVED

FROM THE SITE. DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE AND

SHALL BE REMOVED ON A REGULAR BASIS. DEBRIS SHALL BE

REMOVED FROM THE FERMILAB SITE. CONSTRUCTION / DEMOLITION

WASTE MATERIALS SHALL BE DISPOSED OF TO A RECYCLING VENDOR

TO THE EXTENT PRACTICABLE. SUBCONTRACTOR SHALL SUBMIT A

REPORT AT THE CONCLUSION OF THE JOB OF THE AMOUNT OF WASTE

RECYCLED. ALL DUMPSTERS AND MATERIALS TO BE REMOVED SHALL

BE SUBJECT TO FFDG REQUIREMENTS FOR RADIATION SAFETY

INSPECTION.

EXISTING UTILITY LINES:

ONSITE UTILITY MARKINGS WILL BE PROVIDED BY FERMILAB. THE

SUBCONTRACTOR SHALL PROVIDE LIMITS FOR UTILITY MARKINGS AS

WORK PROGRESSES. IT SHALL BE THE SUBCONTRACTOR'S

RESPONSIBILITY TO PHYSICALLY LOCATE, PROTECT AND MAINTAIN ALL

UTILITY LINES. THE SUBCONTRACTOR SHALL POTHOLE ANY AND ALL

EXISTING UTILITIES THAT MAY BE AFFECTED BY HIS WORK. ALL

POTHOLING SHALL BE PERFORMED BY HYDRO EXCAVATION METHOD

UNLESS OTHERWISE DIRECTED BY FFDG CONSTRUCTION

COORDINATOR

ALL REQUISITE COORDINATION EFFORT AND DELAY NECESSARY TO

RELOCATE UTILITIES SHALL BE CONSIDERED THE SUBCONTRACTOR'S

RESPONSIBILITY AND SHALL BE CONSIDERED INCIDENTAL TO THE COST

OF THE CONTRACT.

THE PLANS SHOW THE LOCATION OF CERTAIN UNDERGROUND AND

OVERHEAD UTILITY LINES, WATER MAINS, GAS MAINS,

COMMUNICATIONS LINES, SEWERS, ETC., ACCORDING TO THE

INFORMATION AVAILABLE RECORDS AND LIMITED FIELD INVESTIGATION.

THE DETERMINATION OF THE EXACT LOCATION OF ALL EXISTING

FACILITIES AND THE PROPER PROTECTION FROM DAMAGE TO THESE

FACILITIES DURING ALL CONSTRUCTION OPERATIONS IS THE

EXPRESSED RESPONSIBILITY OF THE SUBCONTRACTOR.

ANY EXISTING PIPELINES OR UTILITY LINES THAT MAY BE IN CONFLICT

WITH THE PROPOSED WORK OR WHICH LOCATIONS ARE CRITICAL TO

THE PLACEMENT OF PROPOSED FACILITIES SHALL BE EXPOSED PRIOR

TO COMMENCING TRENCHING EXCAVATION IN ORDER TO DETERMINE IF

ANY ADJUSTMENT IS NEEDED. THE COST FOR THIS WORK SHALL BE

CONSIDERED INCIDENTAL TO THE COST OF THE CONTRACT WITH NO

ADDITIONAL PAYMENT. WHENEVER EXISTING UTILITY LINES OF ANY

NATURE ARE ENCOUNTERED WHICH CONFLICT IN LOCATION AND

POSITION WITH PROPOSED FACILITIES UNDER CONSTRUCTION, THE

SUBCONTRACTOR SHALL NOTIFY FFDG CONSTRUCTION COORDINATOR

OF THE UTILITY AND ARRANGE FOR THE REMOVAL OR RELOCATION OF

THE CONFLICT. THE SUBCONTRACTOR SHALL BE REQUIRED, HOWEVER,

TO PROPERLY SUPPORT, PROTECT, REPLACE, OR SHORT TUNNEL

EXISTING UTILITIES ENCOUNTERED IN THE WORK EVEN THOUGH THESE

UTILITIES MAY NOT BE IN DIRECT CONFLICT WITH THE NEW

CONSTRUCTION. ANY DAMAGE CAUSED TO EXISTING UTILITIES BY THE

CONSTRUCTION OF THESE PROPOSED FACILITIES SHALL BE

CORRECTED AT NO ADDITIONAL COST TO FERMILAB.

ALL COST NOT BORNE BY A CONFLICTING UTILITY OWNER SHALL BE

BORNE BY THE SUBCONTRACTOR. NO SEPARATE PAYMENT WILL BE

MADE FOR ANY WORK PERFORMED AS HEREIN DESCRIBED OR FOR ANY

COSTS IN CONNECTION THERETO WHICH THE WORK PERTAINS.

LINE AND GRADE STAKING:

FFDG WILL FURNISH THE SUBCONTRACTOR WITH SURVEY

BENCHMARKS. THE SUBCONTRACTOR WILL BE RESPONSIBLE FOR

HORIZONTAL LINE, GRADE AND OFFSET STAKING FOR THE

CONSTRUCTION OF THE IMPROVEMENTS.

SELECTED GRANULAR BACKFILL:

ALL TRENCHES FOR STORM SEWERS, SANITARY SEWERS, WATER

MAINS, ELECTRICAL CONDUITS AND ALL OTHER UNDERGROUND

SERVICE LINES LOCATED WITHIN EXISTING PAVEMENT AREAS OR

AS OTHERWISE NOTED ON THE PLAN SHALL BE BACKFILLED TO THE

PROPER SUBGRADE WITH SELECTED GRANULAR BACKFILL MATERIAL

CONFORMING WITH THE STANDARD SPECIFICATIONS FOR SEWER AND

WATER MAIN CONSTRUCTION IN ILLINOIS. THE GRANULAR BACKFILL

MATERIAL SHALL BE PLACED IN LAYERS NO THICKER THAN TWELVE

INCHES AND THOROUGHLY COMPACTED IN PLACE ACCORDING TO IDOT

STANDARD SPECIFICATIONS METHOD 1.

FINAL ADJUSTMENT OF FRAMES, LIDS AND GRATES:

THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PLACING AND

ADJUSTING FRAMES AND GRATES ON MANHOLES, INLETS AND

VALVE VAULTS TO THEIR FINISHED ELEVATIONS OR AS

DIRECTED BY FFDG CONSTRUCTION COORDINATOR. NO ADDITIONAL

COMPENSATION WILL BE ALLOWED FOR ANY FINAL ADJUSTMENTS

REQUIRED.

EXISTING STREET CLEANLINESS:

THE SUBCONTRACTOR SHALL KEEP EXISTING ADJACENT STREET

PAVEMENTS CLEAN OF DIRT AND DEBRIS AND, WHEN NECESSARY,

CLEAN PAVEMENTS ON A DAILY BASIS.

EXCESS EXCAVATED TRENCH MATERIAL:

ANY EXCESS EXCAVATED TRENCHING MATERIAL, AUGER PIT MATERIAL

AND / OR EXCESS STRIPPED TOPSOIL SHALL BE HAULED TO ON SITE

STOCKPILE OR AS OTHERWISE DIRECTED BY FFDG CONSTRUCTION

COORDINATOR.

UNDERGROUND UTILITY INSPECTION:

PRIOR TO THE PLACEMENT OF BACKFILL, THE INSTALLATION OF

ALL UNDERGROUND UTILITY LINES SHALL BE INSPECTED AND

APPROVED BY THE FFDG CONSTRUCTION COORDINATOR.

TRENCH SETTLEMENT:

ANY TRENCH SETTLEMENT OCCURRING WITHIN ONE YEAR FROM

THE TIME OF ACCEPTANCE, WHETHER IT BE BEFORE OR AFTER

STREET PAVING HAS BEEN COMPLETED, SHALL BE REPAIRED BY

THE SUBCONTRACTOR RESPONSIBLE FOR BACKFILLING THE TRENCHES

OR AUGER PITS IN QUESTION. THIS REPAIR SHALL INCLUDE

BUT NOT BE LIMITED TO THE COST OF PAVEMENT AND SIDEWALK

REPLACEMENT CAUSED BY THIS SETTLEMENT.

EXISTING FIELD TILES:

THE LOCATION OF ANY EXISTING FIELD TILES ENCOUNTERED

DURING EXCAVATION SHOULD IMMEDIATELY BE FLAGGED ONSITE

AND MARKED ON THE SUBCONTRACTOR'S RECORD PLAN SET. THE

SUBCONTRACTOR SHALL RECONNECT ALL FIELD TILE OR CONNECT

FIELD TILE IN A MANNER ACCEPTABLE TO FERMILAB AND THE

FFDG CONSTRUCTION COORDINATOR.

PERMITS, BONDING AND LICENSING:

ALL APPLICABLE STATE, STATE HIGHWAY, LOCAL PERMITS,

LICENSES AND BONDS SHALL BE OBTAINED BY THE SUBCONTRACTOR

AND HIS INDIVIDUAL SUBCONTRACTORS PRIOR TO THE

COMMENCEMENT OF WORK. THE COST OF ALL PERMITS, BONDS,

LICENSES SHALL BE INCIDENTAL TO THE BID UNIT PRICES.

SAFETY AND PROTECTION:

THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,

MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND

PROGRAMS IN CONNECTION WITH HIS WORK. THE SUBCONTRACTOR

SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF,

AND SHALL PROVIDE THE NECESSARY PROTECTION TO PREVENT

DAMAGE, INJURY OR LOSS TO ALL EMPLOYEES ON THE WORK SITE AND

OTHER PERSONS AND ORGANIZATIONS WHO MAY BE AFFECTED

THEREBY; ALL OF THE WORK AND MATERIALS AND EQUIPMENT TO

BE INCORPORATED THEREIN, WHETHER IN STORAGE ON OR

OFFSITE; AND OTHER PROPERTY AT THE SITE OR ADJACENT THERETO,

INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS,

ROADWAYS, STRUCTURES, UTILITIES, AND UNDERGROUND

FACILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION

OR REPLACEMENT IN THE COURSE OF CONSTRUCTION.

THE SUBCONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND

FERMILAB REGULATIONS FOR THE SAFETY OF PERSONS OR PROPERTY

TO PROTECT THEM FROM DAMAGE, INJURY OR LOSS; AND SHALL ERECT

AND MAINTAIN ALL NECESSARY SAFEGUARDS FOR SUCH SAFETY AND

PROTECTION. THE SUBCONTRACTOR SHALL DESIGNATE A COMPETENT

REPRESENTATIVE AT THE SITE WHOSE DUTY SHALL BE THE

PREVENTION OF ACCIDENTS. THIS PERSON SHALL BE EXPERIENCED IN

EXCAVATION SAFETY AND IS SUBJECT TO APPROVAL BY FFDG.

THE SUBCONTRACTOR SHALL NOTIFY FFDG CONSTRUCTION

COORDINATOR 48 HOURS IN ADVANCE OF UNDERGROUND FACILITIES

THAT MAY BE AFFECTED BY THE PERFORMANCE OF HIS WORK. THE

SUBCONTRACTOR SHALL COOPERATE WITH FFDG CONSTRUCTION

COORDINATOR IN THE PROTECTION, REMOVAL, RELOCATION OR

REPLACEMENT OF SUCH FACILITIES. ALL DAMAGE, INJURY, OR LOSS TO

ANY PROPERTY CAUSED, DIRECTLY OR INDIRECTLY, IN WHOLE OR IN

PART, BY THE SUBCONTRACTOR, ANY SUB-TIER CONTRACTORS,

SUPPLIER OR ANY OTHER PERSON OR ORGANIZATION DIRECTLY OR

INDIRECTLY EMPLOYED BY THE SUBCONTRACTOR TO PERFORM OR

FURNISH ANY OF THE WORK, OR ANYONE FOR WHOSE ACTS ANY OF

THEM MAY BE LIABLE, SHALL BE REMEDIED BY SUBCONTRACTOR AT NO

ADDITIONAL COST TO FERMILAB.

THE SUBCONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR THE

SAFETY AND PROTECTION OF THE WORK SHALL CONTINUE UNTIL SUCH

TIME AS ALL THE WORK IS COMPLETED AND FFDG HAS ISSUED NOTICE

THAT THE WORK IS ACCEPTABLE.

CLEANUP AND DISPOSAL:

THE SUBCONTRACTOR SHALL MAINTAIN THE SITE IN A CLEAN AND

ORDERLY MANNER AT ALL TIMES. DEBRIS AND SURPLUS

MATERIAL REMOVAL AND SITE RESTORATION SHALL PROCEED AS

THE WORK PROCEEDS. IF FFDG CONSTRUCTION COORDINATOR SO

DIRECTS, THE SUBCONTRACTOR SHALL STOP ALL WORK AND

CONCENTRATE ON CLEAN-UP AND / OR RESTORATION. DEBRIS AND

SURPLUS MATERIAL SHALL BE REMOVED AND PROPERLY DISPOSED OF

BY THE SUBCONTRACTOR AS DIRECTED BY FFDG CONSTRUCTION

COORDINATOR.

HORIZONTAL AND VERTICAL CONTROL:

ALL COORDINATES AND ELEVATIONS ARE BASED ON FERMILAB

DATUM AND BENCHMARKS PROVIDED BY FFDG OR AS OTHERWISE

SPECIFIED ON THESE PLANS.

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

PL

O

T- D

AT

E

B. RUBIK

D. BRIDGES

6-10-35

11/01/2025

08/12/2025

0G-2

GENERAL NOTES

J A

N

MU2E ASPHALT PAD

IMPROVEMENT PROJECT

REVISED PER FERMILAB COMMENTS11/06/25A

REVISED PER FERMILAB COMMENTS01/20/26B

COMM. DUCTCOMMUNICATION DUCT

LEGEND

POWER DUCT

CENTER LINE C

DOMESTIC WATER SUPPLY DWS

UTILITY TO BE ABANDONED

INDUSTRIAL COLD WATER ICW

UTILITY TO BE REMOVED

CHILLED WATER RETURN CHWR

POWER POLE PP

CHILLED WATER SUPPLY CHWS

LIGHT POLE LP

LOW CONDUCTIVITY WATER RETURN LCWR

TELEPHONE POLE TP

LOW CONDUCTIVITY WATER SUPPLY LCWS

BEAM LINE

INDUSTRIAL WASTE INW

BEAM PIPE

COOLING POND WATER RETURN CPWR

BARRICADE

COOLING POND WATER SUPPLY CPWS

GUARD RAIL

HYDROGEN H

FENCE

HELIUM HE

GATE

GAS - LOW PRESSURE G

BUILDING ABOVE GRADE

PUMP DISCHARGE LINE PD

STRUCTURE BELOW GRADE

UNDERDRAIN/FIELD TILE UD/FT

SILT FENCE

STORM SEWER LINE ST

STRAW BALE DITCH CHECK

SANITARY SEWER LINE SAN

STRAW BALE

RETAINING WALL

HEADWALL OR END SECTION

THRUST BLOCKS

FAN

SWALE AND DIRECTION

SUMP BASIN AND PUMP

ECCENTRIC REDUCER

POND

CONCENTRIC REDUCER

STREAM

POST INDICATOR VALVE PIV

TREE TO BE REMOVED

BUTTERFLY VALVE BV

TREE AND DIAMETER

VALVE AND VAULT VV

TREES AND BRUSH

GATE VALVE GV

EARTH

RELOCATED FIRE HYDRANT (R)

BERM OR FILL AREA

FIRE HYDRANT AND VALVE FH & V

SUMMIT

FIRE HYDRANT FH

SPOT ELEVATION EL.

CLEAN OUT CO

CONTOUR LINE

INLET INL

SOIL BORING SB

CATCH BASIN CB

CONSTRUCTION LIMIT

POWER/COMMUNICATION MANHOLE

PMH/CMH

BASE OR SURVEY LINE B

SANITARY/STORM MANHOLE MH

BENCHMARK TBM/BM

SANITARY LIFT STATION

MONUMENT MON.

INVERT ELEVATION IE

UNDERGROUND ELECTRICAL CABLE

ELECTRICAL POWER LINE

FIRUS CABLE

CONTROL CABLE

TELEPHONE LINE

UNDERGROUND TELEPHONE CABLE

TEL LINE

FIRUS

CC

UG TEL CA

EL PWR LN

UG ELEC. CA

L

EXIST. NEW DESCRIPTION ABBREV. EXIST. NEW DESCRIPTION ABBREV.

L

S-80

740 740

740.20 740.20

4"

4"

S

XXXX

X XXX

I.E.I.E.

CPWS

CPWR

INW

LCWS

LCWR

CHWS

CHWR

ICW

DWSDWS

ICW

CHWR

CHWS

LCWR

LCWS

INW

CPWS

CPWR

P

C

E

E

T

T

CC

F

C

P

F

T

CC

T

E

E

P.P.

T.P.

G

HE

H

BL

BP

DUCTILE IRON PIPE

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE CULVERT PIPE

RCP

PVC

RCCP

DI

PIPE CULVERT

(SIZE, LENGTH, MATERIAL & TYPE)

DOWNSTREAM INVERT ELEVATION

UPSTREAM INVERT ELEVATION USIE

DSIE

>12"

<12"

STATION

HARDSTAND

SIDEWALK OR PADS

PAVEMENT PVMT

STA

5+00

SANITARY FORCE MAIN SAN

EARTH EXCAVATION AND BACKFILLING

GENERAL:

EARTH EXCAVATION, IN OPEN CUT, INCLUDES THE LOOSENING,

REMOVING, TRANSPORTING, STORAGE AND DISPOSAL OF ALL MATERIALS

CLASSIFIED AS "EARTH" NECESSARY TO BE REMOVED FOR THE

CONSTRUCTION AND COMPLETION OF ALL WORK INCLUDED IN THE PLANS

AND SPECIFICATIONS. EARTH EXCAVATIONS SHALL BE MADE TO THE

WIDTHS AND DEPTHS SHOWN ON THE PLANS, OR AS OTHERWISE

SPECIFIED OR DIRECTED BY THE FFDG CONSTRUCTION COORDINATOR.

THE TERM "EXCAVATION" AND THE TERM "TRENCHING" WHERE USED

SHALL BE DEEMED AND UNDERSTOOD TO COVER THE FOLLOWING

DESCRIBED WORK, AND THE PRICE BID FOR ANY AND

ALL ITEMS INCLUDING "EXCAVATION" OR "TRENCHING" SHALL BE DEEMED

TO INCLUDE AND COVER ALL OF THE SEVERAL FOLLOWING DETAILED

OPERATIONS:

GRUBBING, REMOVING, STORING AND REHANDLING OF ALL PAVING

MATERIALS OF EVERY NAME AND NATURE NECESSARY TO BE REMOVED

FOR ALL PURPOSES INCIDENTAL TO THE CONSTRUCTION AND

COMPLETION OF ALL THE WORK INCLUDED IN THE PLANS AND

SPECIFICATIONS;

ALL SHEETING, SHEET PILING, BRACING AND SHORING, AND THE PLACING,

DRIVING, CUTTING OFF AND REMOVING OF THE SAME;

ALL DIKING, DITCHING, FLUMING, COFFER DAMMING, PUMPING, BAILING

AND DRAINING OR OTHERWISE DISPOSING OF WATER;

THE REFILLING OF TRENCHES AND PITS AND THE FURNISHING AND

PLACING OF MATERIAL OVER TRENCHES AND PITS TO THE LINE OF

FILLING INDICATED ON THE PLANS OR AS DIRECTED BY THE FFDG

CONSTRUCTION COORDINATOR;

THE COMPACTING OF ALL MATERIALS USED IN FILLING OR REFILLING BY

ROLLING, RAMMING, WATERING, PUDDLING, JETTING, OR MECHANICALLY

TAMPING BACKFILL AS MAY BE REQUIRED TO PREVENT LATER SETTLING;

THE REMOVING AND DISPOSING OF ALL SURPLUS MATERIALS FROM THE

EXCAVATIONS IN THE MANNER SPECIFIED;

THE MAINTENANCE, ACCOMMODATION AND PROTECTION OF TRAVEL;

THE SUPPORTING AND PROTECTING OF ALL TRACKS, RAILS, BUILDINGS,

CURBS, SIDEWALKS, PAVEMENTS, OVERHEAD WIRES, POLES, TREES,

VINES, SHRUBBERY, PIPES, SEWERS, CONDUITS OR OTHER STRUCTURES

OR

PROPERTY IN THE VICINITY OF THE WORK, WHETHER OVER OR

UNDERGROUND OR WHICH APPEAR WITHIN THE EXCAVATIONS, AND THE

RESTORATION OF THE SAME IN THE CASE OF SETTLEMENT OR OTHER

INJURY;

ALL TEMPORARY BRIDGING AND FENCING AND THE REMOVING OF SAME,

THE TEMPORARY PAVING OF HIGHWAYS, ROADS, DRIVEWAYS, AND THE

PERMANENT REPAIRING OR REPLACING AND RELAYING OF PAVEMENTS,

ROADS, CURBS, GUTTERS AND SIDEWALKS REMOVED, DISTURBED, OR

INJURED, THE REMOVING AND CLEARING AWAY OF ALL CONSTRUCTION

RUBBISH, REFUSE, UNUSED MATERIALS, PAINT, AND TOOLS FROM THE

SITE OF THE WORK;

THE DRESSING, SODDING OR SEEDING OF ALL UNPAVED AREAS AS MAY

BE NECESSARY TO LEAVE THE SURFACE IN AS GOOD CONDITION AS IT

WAS PREVIOUS TO THE COMMENCEMENT OF THE WORK OR AS

OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS.

SAWCUT JOINTS:

ALL EXISTING PAVED AREAS SUBJECT TO REMOVAL & REPLACEMENT

SHALL BE SAWCUT PRIOR TO EXCAVATING TRENCHES FOR

CONSTRUCTION OF NEW BARRIER CURBS, STORM SEWERS AND LIGHTING

CABLES.

ALL NEW PAVEMENT SHALL INTERFACE WITH EXISTING PAVEMENT VIA A

SAWCUT EDGE. SUBCONTRACTOR SHALL RE-SAW ANY AND ALL EDGES

AS FIELD CONDITIONS DICTATE AND / OR AS DIRECTED BY THE FFDG

CONSTRUCTION COORDINATOR. ANY PAVEMENT DAMAGED BY THE

SUBCONTRACTOR, THAT IS NOT SHOWN ON THE PLANS TO BE REMOVED

AND REPLACED, SHALL BE SAWCUT, REMOVED AND REPLACED BY THE

SUBCONTRACTOR AT HIS EXPENSE. ALL AREAS OF MISCELLANEOUS

PAVEMENT REPAIR SHALL CONFORM TO TYPICAL SECTIONS AND

SPECIFICATIONS.

STORM SEWER CONSTRUCTION:

THIS WORK SHALL CONSIST OF FURNISHING AND INSTALLING

REINFORCED CONCRETE PIPE (RCP) OR FOR CONSTRUCTION OF GRAVITY

TYPE STORM SEWER LINES AT THE LOCATIONS, PROFILES AND DETAILS

SHOWN ON THE PLANS.

THE WORK INCLUDED UNDER THIS ITEM GENERALLY COMPRISES THE

FOLLOWING:

- CLEARING

- TOPSOIL STRIPPING AND STOCKPILING

- TRENCH EXCAVATION

- TRENCH DEWATERING

- SHEETING, SHORING, AND/OR BRACING

- FURNISHING & INSTALLING PIPE

- BACKFILL AND COMPACTION

- CONNECTIONS TO STRUCTURES & PIPES

- GRANULAR PIPE BEDDING & CRADLE TO SPRING LINE OF PIPE

- SPOILS REMOVAL

- CLEAN-UP

PIPE MATERIAL:

STORM SEWER PIPE SHALL BE REINFORCED CONCRETE SEWER PIPE,

CLASS IV, CONFORMING TO A.S.T.M. C-76 SPECIFICATIONS

STORM SEWER PIPE SHALL BE CORRUGATED PLASTIC, TYPE HDPE N-12

AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS (A.D.S.) OR

APPROVED EQUAL AND CONFORMING TO ASTM 405, AASHTO M 252 AND

AASHTO M 294 FOR CORRUGATED POLYETHYLENE DRAINAGE PIPE.

PRECAST STORM STRUCTURES:

ALL MANHOLES, CATCH BASINS, INLETS AND OTHER STORM STRUCTURES

SHALL BE MADE OF PRECAST CONCRETE CONSTRUCTION ACCORDING TO

ASTM C-478. ALL WORK AND MATERIALS SHALL BE IN CONFORMANCE

WITH APPLICABLE PROVISION OF SECTION 602 OF THE STANDARD

SPECIFICATIONS.

FRAMES AND LIDS:

THE FRAMES AND LIDS SHALL BE OF THE NON-ROCKING AND SELF-

SEALING TYPE WITH A RUBBER WATERTIGHT GASKET AND SHALL

CONFORM TO NEENAH R-1713 OR AN APPROVED EQUAL. THE LIDS SHALL

BE SOLID WITH A CONCEALED PICK HOLE. THE FRAMES SHALL BE SET IN

AN "EASY STICK" MASTIC BED. THE SUBCONTRACTOR SHALL FILL ALL

VOIDS BETWEEN THE CAST IRON FRAMES AND CONCRETE MANHOLE

WITH MASTIC TO PROVIDE A WATER-TIGHT SEAL. ALL LIDS SHALL HAVE

THE WORD "STORM SEWER" CAST INTO THE LID.

SEWER PIPE BEDDING AND COVER:

ALL SEWER PIPE INCLUDING SERVICE LINES SHALL BE BEDDED AND

CRADLED TO THE CENTERLINE OF THE PIPE IN CA-6 CRUSHED

LIMESTONE IN ACCORDANCE WITH ASTM D-2321 (CLASS 1). FROM THE

CENTERLINE OF THE PIPE TO 6 INCHES OVER THE TOP OF THE PIPE, CA-

6 CRUSHED LIMESTONE SHALL BE HAND PLACED AND COMPACTED

ACCORDING TO THE DETAILS SHOWN ON THE PLANS.

GRANULAR TRENCH BACKFILL:

ALL TRENCHES WITHIN PAVED AREAS SHALL BE BACKFILLED WITH IDOT

CA-6 CRUSHED LIMESTONE. CRUSHED STONE TRENCH BACKFILL SHALL

BE PLACED AT 8 INCH LIFTS AND MECHANICALLY COMPACTED TO

ACHIEVE 95% STANDARD PROCTOR BENEATH BITUMINOUS PAVEMENTS.

AND 5 FT. BEYOND EDGES AND 90% AT HARDSTAND. CRUSHED STONE

TRENCH BACKFILL SHALL BE PLACED AT ONE FOOT INTERVALS AND

MECHANICALLY COMPACTED TO ACHIEVE 90% STANDARD PROCTOR

BENEATH GRAVEL HARDSTANDS.

EXCAVATED MATERIALS FROM TRENCHING OPERATIONS MAY NOT BE

USED FOR BACKFILL WITHOUT PRIOR APPROVAL OF FFDG

CONSTRUCTION COORDINATOR.

AGGREGATE BASE COURSE:

THE PAVEMENT'S BASE COURSE SHALL BE CONSTRUCTED USING

CRUSHED STONE AGGREGATE MATERIAL CONFORMING TO SECTION 301

OF THE IDOT'S STANDARD SPECIFICATIONS FOR CA-6 GRADATION, TYPE B

CONSTRUCTION. THE BASE COURSE SHALL BE THOROUGHLY

COMPACTED IN-PLACE TO THE MINIMUM THICKNESS SHOWN. ANY

UNSTABLE AREAS SHALL BE REMOVED AND RECONSTRUCTED.

BITUMINOUS PRIME COAT:

PRIOR TO PLACING THE BINDER COURSE, A BITUMINOUS PRIME COAT

SHALL BE APPLIED TO THE FINISHED AGGREGATE BASE SURFACE. THE

BITUMINOUS MATERIAL SHALL BE MC-30 APPLIED AT A RATE OF 0.25

lb/sq.ft.

ASPHALT BINDER COURSE:

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50, AC TYPE PG 64-22, AIR

VOIDS 4% @ 50 GYRATIONS.

PREPARATION FOR SURFACE

PRIOR TO PLACING THE BITUMINOUS SURFACE COURSE, THE BINDER

COURSE SHALL BE SWEPT CLEAN OF ALL SEDIMENT AND OTHER DEBRIS.

A BITUMINOUS TACK COAT SHALL BE APPLIED TO THE PREPARED

SURFACE AT A RATE OF 0.025 LB/SQ.FT.

ASPHALT SURFACE COURSE:

HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N50, AC TYPE PG 64-22, AIR

VOIDS 4% @ 50 GYRATIONS.

TESTING AND SAMPLING:

ANY REQUIRED TESTING AND SAMPLING SHALL BE AT THE

SUBCONTRACTOR'S EXPENSE.

GUARANTEE:

THE SUBCONTRACTOR SHALL GUARANTEE THE PAVEMENT FOR ONE

YEAR AFTER FINAL ACCEPTANCE AGAINST SETTLEMENT, LOW SPOTS,

AND/OR RAVELING OUT OF SURFACE. THE SUBCONTRACTOR SHALL MAKE

ANY REPAIRS NECESSARY DURING THE GUARANTEE PERIOD TO MAINTAIN

THE FINISHED PAVEMENT IN SATISFACTORY CONDITION. REPAIR SHALL

INCLUDE BUT NOT BE LIMITED TO REMOVING DEFECTIVE PAVEMENT AND

REPLACING WITH NEW PAVEMENT.

TWO 3/4 INCH DIAMETER DOWEL BARS 18 INCHES IN LENGTH, AND

PROPERLY GREASED, SHALL BE INSTALLED AT EACH EXPANSION JOINT.

CONTRACTION JOINTS, TO BE PROVIDED AT 10 FOOT INTERVALS, SHALL

BE SAW CUT OR FORMED BY AN ALTERNATE METHOD TO BE APPROVED

BY THE FFDG CONSTRUCTION COORDINATOR. SAW CUT CONTRACTION

JOINTS SHALL BE SAWED TO A MINIMUM DEPTH OF 1/2 INCH ON THE

ENTIRE SURFACE OF THE CONCRETE CURB AND GUTTER.

FINAL SURFACE:

THE CURB AND SIDEWALK SURFACES SHALL HAVE A BROOM FINAL

SURFACE, AND SHALL BE CURED AND SEALED AS DIRECTED BY

THE FFDG CONSTRUCTION COORDINATOR.

SIDEWALK AND CURB CONSTRUCTION

EXCAVATION & BACKFILLNG:

AFTER THE ROUGH SITE GRADING HAS BEEN COMPLETED, THE

SUBGRADE FOR THE CURB LINES SHALL BE TRIMMED TO THE PROPER

ELEVATIONS BY THE CURB SUBCONTRACTOR PRIOR TO PLACEMENT OF

THE CURB. THE SIDEWALKS SHALL BE EXCAVATED TO THE PROPER

SUBGRADE BY THE SIDEWALK SUBCONTRACTOR. ALL SIDEWALKS SHALL

BE CONSTRUCTED ON A PREPARED AND AGGREGATE BASE AS SHOWN

ON THE PLANS. THE COST OF EXCAVATION, AGGREGATE BASE, AND

BACKFILLING SHALL BE INCLUDED IN THE CONTRACT PRICE(S) FOR

SIDEWALKS AND CURBS.

THE SIDEWALK SHALL BE CONSTRUCTED ON A PREPARED AND

COMPACTED 3 INCH MINIMUM THICKNESS AGGREGATE BASE.

CONCRETE:

ALL CONCRETE USED IN CONSTRUCTING THE IMPROVEMENTS SHALL BE

CLASS SI, 6 BAG MIX, WITH 5-7% AIR ENTRAINED AND SHALL HAVE A

COMPRESSIVE STRENGTH OF 3,500 PSI AFTER 14 DAYS.

SIDEWALK JOINTS:

PRE-MOLDED EXPANSION JOINTS SHALL BE CONSTRUCTED IN THE

SIDEWALK WHERE IT ABUTS BUILDING FOUNDATIONS, AND ALL

UTILITY STRUCTURES. EXPANSION JOINTS AROUND UTILITY

MANHOLES, ETC., SHALL BE CONSTRUCTED ACCORDING TO THE

DETAILS SHOWN ON THE PLANS. TOOLED CONTRACTION JOINTS

SHALL BE PROVIDED IN THE FINISHED SURFACE OF THE

SIDEWALK AT 5 FOOT INTERVALS.

CURB JOINTS:

A 3/4 INCH THICK PREFORMED EXPANSION JOINT FILLER CONFORMING

TO THE EXACT CROSS SECTION OF THE CONCRETE CURB AND GUTTER

SHALL BE PLACED AT 50 FOOT INTERVALS, AT P.C.'S AND P.T.'S AND AT

THE END OF EACH POUR. TWO 3/4 EXPANSION JOINS SHALL BE PLACED 5

FEET FROM THE EDGE THE CASTING OF EACH PROPOSED CURB

STRUCTURE.

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

PL

O

T- D

AT

E

B. RUBIK

D. BRIDGES

6-10-35

11/01/2025

08/12/2025

0G-3

CIVIL NOTES AND LEGEND

A U

G

5MU2E ASPHALT PAD

IMPROVEMENT PROJECT

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

ICW

ICW

ICW

ICW

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

7.

6.

6.

5.

5.

5.

RIM

746.44

6.

6.

7.

6.

0.

9.

4.

4.

3.

2.

3.

RIM

746.28

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

J an

0,

- 1

0:

am M

:\F E

S S

_E N

G \S ha re d Fi le s\

D am on W or ki ng F ol de r\M U

2E A

S P

H P

A D

\S H

E E

TS

\C

1_ C

2_ E

X

IS

TI

N

G C

O N

D

IT

IO

N

S _2

0.

dw g

6-10-35

F.

I.M

.S . N o.

MU2E ASPHALT PAD

EXISTING CONDITIONS

C-1

J A

N

D. BRIDGES 07/10/2025

B. RUBIK 11/01/2025

PROJECT

NORTH

FEETSCALE

10505

1" = 5'-0"

HORIZ.

MU2E BUILDING

P1

PX

PHOTO TAG INDICATOR

P2

P3

P4 P5

P6

P7 P8

P9

STM. MH.

98950.15 N.

99354.60 E.

EL. 746.44

STM. MH.

98933.40 N.

99399.41 E.

EL. 746.28

BENCHMARKS

REFERNCED BM #190910

BRASS CAP IN CONCRETE PILLAR, LOCATED ON THE

NORTHEAST CORNER OF INDIAN CREEK ROAD AND BOOSTER

ROAD.

N.99090.23 E.99766.97

ELEVATION 745.77

SITE BENCHMARK:

REVISED PER FERMILAB COMMENTS11/06/25A

REVISED PER FERMILAB COMMENTS01/20/26B

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text W

AutoCAD SHX Text S

E

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

J an

0,

- 1

0:

am M

:\F E

S S

_E N

G \S ha re d Fi le s\

D am on W or ki ng F ol de r\M U

2E A

S P

H P

A D

\S H

E E

TS

\C

1_ C

2_ E

X

IS

TI

N

G C

O N

D

IT

IO

N

S _2

0.

dw g

6-10-35

F.

I.M

.S . N o.

MU2E ASPHALT PAD

EXISTING PHOTOS

C-2

J A

N

D. BRIDGES 07/10/2025

B. RUBIK 11/01/2025

PROJECT

NORTH

PHOTO #1

PHOTO #4

PHOTO #2

PHOTO #5

PHOTO #3

PHOTO #6

PHOTO #7 PHOTO #8 PHOTO #9

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

ICW

ICW

ICW

ICW

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

7.

6.

6.

5.

5.

5.

RIM

746.44

6.

6.

7.

6.

0.

9.

4.

4.

3.

2.

3.

RIM

746.28

6.

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

J an

0,

- 1

0:

am M

:\F E

S S

_E N

G \S ha re d Fi le s\

D am on W or ki ng F ol de r\M U

2E A

S P

H P

A D

\S H

E E

TS

\C

3_ D

E M

O

LI

TI

O

N _2

0.

dw g

6-10-35

F.

I.M

.S . N o.

MU2E ASPHALT PAD

DEMOLITION PLAN

C-3

J A

N

D. BRIDGES 07/10/2025

R. JOHNSON 08/13/2025

PROJECT

NORTH

FEETSCALE

10505

1" = 5'-0"

HORIZ.

MU2E BUILDING

DEMOLITION AND SITE PREP SEQUENCES

LEGEND

REMOVE 3" +/-

EXISTING CA-6 GRAVEL

AND COMPACT

EXISTING AGGREGATE

AS NECESSARY TO

95% PROCTOR - 8 C.Y.

EXISTING CLEANOUT

TO REMAIN AND

PROTECTED FERMILAB WILL

REMOVE ALL EXISTING

EQUIPMENT PRIOR TO

WORK START

EXISTING LIGHT AND

CONCRETE PEDESTAL

TO REMAIN AND

PROTECTED

40.00'

.0

0'

98923.89 N.

99382.19 E.

98907.97 N.

99371.81 E.

98929.82 N.

99338.30 E.

98944.64 N.

99350.36 E.

8.5' 6.0'

PR

O

PO

SE

D P

AT

H

25.5'

A

REVISED PER FERMILAB COMMENTS11/06/25A

A

REVISED PER FERMILAB COMMENTS01/20/26B

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

INLET PROTECTION

AutoCAD SHX Text

IP

IP

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

J an

0,

- 1

0:

am M

:\F E

S S

_E N

G \S ha re d Fi le s\

D am on W or ki ng F ol de r\M U

2E A

S P

H P

A D

\S H

E E

TS

\C

4_ P

A V

IN

G

_2

6.

dw g

6-10-35

F.

I.M

.S . N o.

MU2E ASPHALT PAD

PAVING PLAN

C-4

J A

N

D. BRIDGES 07/10/2025

B. RUBIK 11/01/2025

PROJECT

NORTH

FEETSCALE

1" = 2'-0"

HORIZ.

M U

E

B U

IL

D

IN

G

ADJ. EX. C.O.

LID TO FINISHED

GRADE

98923.89 N.

99382.19 E.

98907.97 N.

99371.81 E.

98929.82 N.

99338.30 E.

98944.64 N.

99350.36 E.

PR

O

PO

SE

D S

TR

IP

ED

W

AL

KW

AY

'-0

40'-0"

9'-3" 4'-8" 1'-7" 10'-0" 10'-0" 4'-6"

PROP. HMA

SURFACE

PAINTED STRIPE

WALKWAY

EX. EDGE OF PAVEMENT

6' -0

" 8' -0

PROPOSED

CYLINDER

12-PACK

STORAGE

"BY OTHERS,

SHOWN FOR

REFERENCE

ONLY"

PROP. CONC. BARRIERS

"BY OTHERS, SHOWN FOR

REFERENCE ONLY"

C

YL

IN

D

ER

A

N D

P O

R

TA

BL

E

D

EW

AR

S

TO

R

AG

E

"B Y

O

TH

ER

S, S H

O W

N F

O R

R

EF

ER

EN

C E

O N

LY

PROPOSED

HMA

SURFACE

98938.15 N.

99360.32 E.

98940.70 N.

99356.42 E.

98944.86 N.

99364.69 E.

STM. MH.

98950.15 N.

99354.60 E.

A

REVISED PER FERMILAB COMMENTS11/06/25A

PR

O

P.

C

O N

C . B

AR

R

IE

R

S "B

Y O

TH

ER

S, S

H O

W N

F O

R R

EF

ER

EN

C

E O

N

LY

A

A

A

REVISED PER FERMILAB COMMENTS01/20/26B

AutoCAD SHX Text W

AutoCAD SHX Text S

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

EG746.35

746.24EG

745.88

745.97745.99

RIM

746.44

746.25 746.33

747.00

746.54

C746.00

EC746.16

746.77

745.98

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

J an

0,

- 1

0:

am M

:\F E

S S

_E N

G \S ha re d Fi le s\

D am on W or ki ng F ol de r\M U

2E A

S P

H P

A D

\S H

E E

TS

\C

5_ G

R A

D

IN

G _2

6.

dw g

6-10-35

F.

I.M

.S . N o.

MU2E ASPHALT PAD

GRADING AND DRAINAGE PLAN

C-5

J A

N

D. BRIDGES 07/10/2025

B. RUBIK 11/01/2025

PROJECT

NORTH

FEETSCALE

1" = 2'-0"

HORIZ.

M U

E

B U

IL

D

IN

G

PR

O

PO

SE

D S

TR

IP

ED

W

AL

KW

AY

PROPOSED

HMA

SURFACE

EX. EDGE OF PAVEMENT

PAVEMENT GRADE

TOP OF CURB GRADE

FINISH SPOT ELEVATION

TOP OF WALL

PAVEMENT SLOPE

ELEVATION LEGEND

PROPOSED RIM ELEVATION

46.00 CX

45.81 CX 45.62 EPX

46.00 EPX (M.E.)

2%

46.00 EP (M.E.)

(M.E.)

(M.E.)

46.00 EPX

PROP. HMA

SURFACE

46.00 CX (M.E.)

BENCHMARKS

REFERNCED BM #190910

BRASS CAP IN CONCRETE PILLAR, LOCATED ON THE

NORTHEAST CORNER OF INDIAN CREEK ROAD AND BOOSTER

ROAD.

N.99090.23 E.99766.97

ELEVATION 745.77

REVISED PER FERMILAB COMMENTS11/06/25A

REVISED PER FERMILAB COMMENTS01/20/26B

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T/C 93.20

AutoCAD SHX Text P 96.74

AutoCAD SHX Text 96.79

AutoCAD SHX Text T/W 93.20

AutoCAD SHX Text 2.0%%%

R XX.XX

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

J an

0,

- 1

0:

am M

:\F

ES

S_

EN

G \S ha re d Fi le s\

D am on W or ki ng F ol de r\M U

2E A

SP

H

P

AD

\S H

EE

TS

\C 6_

D

ET

AI

LS

_2

6.

dw g

6-10-35

MU2E ASPHALT PAD

IMPROVEMENT PROJECT

SECTIONS AND DETAILS

C-6

J A

N

D. BRIDGES 08/11/2025

B. RUBIK 11/01/2025

SCALE:

LIGHT-DUTY ASPHALT PAVEMENT AND BASE

NTSX

12" MIN. COMPACTED CA-1

AGGREGATE BASE COURSE

SUITABLE SUB-BASE MATERIAL

SCALE:

REMOVAL OF GRAVEL HARDSTAND

NTSX

REMOVE 3" +/- OF EXISTING

CA-6 AGGREGATE

EXISTING 6" MIN. COMPACTED CA-6

AGGREGATE SURFACE COURSE

12" MIN. COMPACTED CA-1

AGGREGATE BASE COURSE

SUITABLE SUB-BASE MATERIAL

INSTALL 3" HOT MIX ASPHALT

SURFACE COURSE MIX D, N-50

EXISTING COMPACTED CA-6

AGGREGATE SURFACE COURSE

COMPACT EXISTING AGGREGATE

AS NECESSARY TO 95% PROTOR

NOTE: INSTALLATION TO CONFORM TO

THE REQUIREMENTS OF THE IDOT

:STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION"

REVISED PER FERMILAB COMMENTS11/06/25A

A

OMITTED

NOTE:

SAWCUT, CLEAN, AND PREPARE EXISTING

40 FOOT ASPHALT EDGE. APPLY TACK COAT

TO EXISTING EDGE, LAY NEW ASPHALT,

AND COMPACT JOINT TO SEAL.

A

EXOTHERMIC

EXOTHERMIC

1-1/4" FRP CONDUIT (TYP)

TOP OF COLUMN BASE

TOP OF BUILDING WALL

GRADE

" M

IN

2"

1" FRP

CONDUIT

ELBOW

CONDUIT

COUPLING (TYP)

" M

IN

STEEL

TO NEXT

WELD CONNECTOR

ELECTRODE

WELD

COLUMN

500 kCMIL BARE

STRANDED COPPER

BUILDING GROUND

CONDUCTOR

COORDINATE WITH

STRUCTURE REBAR

PLACEMENT

1"ØX10' LONG

GROUND ROD

SCALE: NONE -

DETAIL 1

EXISTING GROUND ROD, 1" DIA x 10'

LONG, COPPER CLAD

BURIED 30" DEEP MINIMUM OR EMBEDDED GROUND

MAIN GRID CONDUCTOR, COPPER, BARE CLASS "B"

STRANDED, SIZE 500kCMIL, UNLESS OTHERWISE

INDICATED ON DRAWING

BARE CLASS "B" STRANDED COPPER WIRE

COIL ABOVE GROUND LEVEL, PROTECTED W/

WOODEN BOX MARKED "GRD WIRE", SIZE

500Kcmil UNLESS OTHERWISE

INDICATED ON DRAWING

EXISTING CADWELD GROUND CONNECTION

GROUND BAR 1/ 4" x 4" x 2'

LEGEND

GB

EXISTING GROUNDING BOND CONNECTION

PROPOSED GROUND ROD, 1" DIA x 10'

LONG, COPPER CLAD

PROPOSED BURIED 30" DEEP MINIMUM OR EMBEDDED

GROUND MAIN GRID CONDUCTOR, COPPER, BARE CLASS "B"

STRANDED, SIZE 500kCMIL, UNLESS OTHERWISE

INDICATED ON DRAWING

NEW CADWELD GROUND CONNECTION

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

ICW

ICW

ICW

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

C H

W

GB

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

J an

0,

- 1

0:

am M

:\F E

S S

_E N

G \S ha re d Fi le s\

D am on W or ki ng F ol de r\M U

2E A

S P

H P

A D

\S H

E E

TS

\E

1_ G

R O

U N

D

IN

G _2

6.

dw g

6-10-35

F.

I.M

.S . N o.

MU2E ASPHALT PAD

ELECTRICAL GROUNDING PLAN

E-1

J A

N

A. BECKER 09/26/2025

D. BRIDGES 07/10/2025

B. RUBIK 11/01/2025

PROJECT

NORTH

FEETSCALE

10505

1" = 5'-0"

HORIZ.

MU2E BUILDING

EX. C.O.

PR

O

PO

SE

D S

TR

IP

ED

W

AL

KW

AY

EX. EDGE OF PAVEMENT

EX. GROUNDING

ROD

EXISTING

GROUNDING

CONNECTION

PROPOSED

HMA

SURFACE

PROPOSED

HMA

SURFACE EX. LIGHT POLE

TYPICAL GROUNDING ROD

1" DIA. X 10'-0" IN LENGTH,

COPPER CLAD.

SEE SPECIFICATIONS FOR

SPACING AND LOCATION

REQUIREMENTS

N.98925.78 E.99386.97

500 kCMIL BARE COPPER

GROUND BONDING CONDUCTOR

AT 30" BELOW FINISHED GRADE

(MINIMUM) PER 2011 NEC

TYPICAL GROUNDING ROD

1" DIA. X 10'-0" IN LENGTH,

COPPER CLAD.

SEE SPECIFICATIONS FOR

SPACING AND LOCATION

REQUIREMENTS

N.98906.71 E.99374.42

NEW CADWELD GROUND

CONNECTION

500 kCMIL BARE COPPER

GROUND BONDING CONDUCTOR

AT 30" BELOW FINISHED GRADE

(MINIMUM) PER 2011 NEC

500 kCMIL BARE COPPER

GROUND BONDING CONDUCTOR

AT 30" BELOW FINISHED GRADE

(MINIMUM) PER 2011 NEC

NEW CADWELD GROUND

CONNECTION WITH SURFACE COIL

TAILS FOR FUTURE CONNECTIONS

BY OTHERS. MIN. 20 FT. IN LENGTH

ABOVE SURFACE. COIL TAILS TO

EMERGE FROM GROUND

IMMEDIATELY ADJACENT TO NEW

HMA SURFACE

REVISED PER FERMILAB COMMENTS11/06/25A

A

EXISTING DUCT BANK MAY

BE LESS THAN 30 INCHES

BELOW GRADE: EXCAVATE

WITH CARE AND RUN

GROUND CONDUCTOR ABOVE

DUCT BANK

A

NEW CADWELD GROUND

CONNECTION WITH SURFACE COIL

TAIL FOR FUTURE CONNECTIONS BY

OTHERS. MIN. 20 FT. IN LENGTH

ABOVE SURFACE. COIL TAILS TO

EMERGE FROM GROUND

IMMEDIATELY ADJACENT TO NEW

HMA SURFACE

A

REVISED PER FERMILAB COMMENTS01/20/26B

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text W

AutoCAD SHX Text S

SECTION 16060 - GROUNDING AND BONDING

PART 1 GENERAL

1.01 SCOPE OF WORK: THIS SECTION INCLUDES THE GENERAL

REQUIREMENTS FOR GROUNDING AND BONDING. SUBCONTRACTOR

SHALL FURNISH, INSTALL, TERMINATE, TEST AND PLACE INTO

OPERATION ALL GROUNDING AND BONDING, AS SPECIFIED HEREIN AND

AS SHOWN ON THE SUBCONTRACT DRAWINGS.

1.02 RELATED WORK: THE FOLLOWING SECTIONS INCLUDE ITEMS OF

RELATED WORK. COORDINATE WORK PRESCRIBED BY THIS SECTION

WITH WORK PRESCRIBED BY THESE SECTIONS:

A. SECTION 16010 - GENERAL ELECTRICAL REQUIREMENTS

B. SECTION 16080 - ELECTRICAL TESTING AND INSPECTION

C. SECTION 16120 - LOW VOLTAGE WIRE AND CABLE - 600V

1.03 APPLICABLE STANDARDS: THE PUBLICATIONS LISTED BELOW FORM PART

OF THIS SECTION. EACH PUBLICATION SHALL BE THE LATEST REVISION

AND ADDENDUM IN EFFECT ON THE DATE OF THE SUBCONTRACT

AWARD, UNLESS NOTED OTHERWISE. EXCEPT AS SPECIFICALLY

MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN OR THE DETAILS

ON THE DRAWINGS, THE WORK INCLUDED UNDER THIS SECTION SHALL

CONFORM TO THE PROVISIONS OF THESE PUBLICATIONS:

A. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS

INC)

1. STANDARD 142

2. STANDARD C2 (NATIONAL ELECTRICAL SAFETY CODE)

B. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION)

1. NFPA 70 (NATIONAL ELECTRICAL CODE)

C. UNDERWRITERS LABORATORIES, INC.

1. PUBLICATION UL467

1.04 SUBMITTALS: SUBMITTAL DOCUMENTATION SHALL BE IN ACCORDANCE

WITH EXHIBIT A-SECTION 12.

1.05 QUALITY ASSURANCE AND CONTROL

A. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY CONTROL

AND CONSTRUCTION INSPECTION IN ACCORDANCE WITH THE

REQUIREMENTS OF EXHIBIT A.

B. ALL WORK IS SUBJECT TO THE FINAL ACCEPTANCE BY FERMILAB.

STRICT CONFORMANCE TO THE DRAWINGS AND SPECIFICATIONS

SHALL BE REQUIRED.

PART 2 PRODUCTS

2.01 SUBCONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT AND

ACCESSORIES AS REQUIRED FOR THE COMPLETE INSTALLATION AND

OPERATION OF THE GROUNDING SYSTEM AS SHOWN ON THE DRAWINGS.

2.02 BONDING AND GROUNDING CONDUCTORS SHALL BE BARE, STRANDED,

UNCOATED COPPER.

2.03 GROUND RODS SHALL BE U.L. LISTED COPPER CLAD STEEL WITH 10-MIL

MINIMUM COPPER COATING, 1” ROUND AND 10'-0” LONG, UNLESS NOTED

OTHERWISE.

2.04 INSULATED GROUND CONDUCTORS SHALL BE IN ACCORDANCE WITH

SECTION 16120: LOW VOLTAGE WIRE & CABLE- 600V.

2.05 GROUND BAR: 1/4-INCH THICK SOLID HARD DRAWN COPPER. PROVIDE

2-INCH STAND-OFF INSULATORS, 3/8-INCH BOLT SIZE. PROVIDE

PRE-DRILLED HOLES TO ACCOMMODATE 3/8-INCH BOLTS ON 1-INCH

CENTERS.

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

PL

O

T- D

AT

E

B. RUBIK

D. BRIDGES

6-10-35

09/26/2025

09/26/2025

0E-2

ELECTRICAL SPECIFICATIONS

J A

N

MU2E ASPHALT PAD

IMPROVEMENT PROJECT

PART 3 EXECUTION

3.01 SERVICE BUILDING GROUNDING SYSTEM SHALL CONSIST OF GROUNDING

ELECTRODES DRIVEN IN EARTH WITH EQUIPMENT AND BUILDING STEEL

CONNECTED TO THE ELECTRODES. THE GROUNDING PLANS AND

DETAILS INDICATE THE MINIMUM REQUIREMENTS FOR THE GROUNDING

SYSTEMS. GROUND SYSTEMS SHALL BE IN ACCORDANCE WITH THE

APPLICABLE IEEE STANDARDS AND THE NEC.

TOP OF GROUND ROD SHALL NOT BE LESS THAN 18-INCHES BELOW

FINISHED GRADE, UNLESS NOTED OTHERWISE ON THE

SUBCONTRACT DRAWINGS.

GROUNDING CONDUCTORS SHALL NOT BE LESS THAN 30-INCHES

BELOW FINISHED GRADE, UNLESS OTHERWISE NOTED ON THE

SUBCONTRACT DRAWINGS.

3.02 GROUNDING CONDUCTORS EXTENDED ABOVE-GRADE AND EXPOSED TO

POSSIBLE DAMAGE SHALL BE SUITABLY PROTECTED BY INSTALLATION IN

CONDUIT, UNLESS NOTED OTHERWISE.

3.03 GROUND BUSES OR CONDUCTORS SHALL NOT BE LOOPED BETWEEN

PIECES OF EQUIPMENT. EQUIPMENT SHALL BE DIRECTLY CONNECTED

TO GROUND ELECTRODES, BUSES OR THE MAIN GROUNDING BUS.

3.04 ALL SUB-GRADE GROUNDING INSTALLATIONS SHALL BE INSPECTED BY

THE FERMILAB CONSTRUCTION COORDINATOR PRIOR TO BACKFILL.

3.05 EXOTHERMIC (CADWELD) WELDING PROCESS SHALL BE USED FOR THE

FOLLOWING CONNECTIONS:

A. FOR GROUNDING CABLE ABOVE AND BELOW GRADE.

B. ALL GROUND WIRE TAPS.

C. ANY NON-ACCESSIBLE GROUND CONNECTIONS: LOW EMISSION

WELDING PROCESS (SMOKELESS AND FILTERED MOLDS) SHALL BE

UTILIZED FOR GROUND CONNECTIONS INDOORS.

3.06 EXOTHERMIC WELDS SHALL BE MADE USING MOLDS SPECIFIC FOR EACH

CABLE SIZE, GROUND ROD SIZE, BAR OR PLATE CONNECTION AND

CONFIGURATION.

3.07 ALL CONTACT SURFACES SHALL BE THOROUGHLY CLEANED OF DIRT OR

OIL. WHERE BOLTED CONNECTIONS ARE USED, ALL SURFACES SHALL BE

TREATED WITH A CORROSION-INHIBITING COMPOUND. ALL LUGGED

CONNECTIONS IN WET LOCATIONS OR OUTDOORS SHALL BE TIN PLATED.

3.08 GROUND CONDUCTOR PENETRATIONS THROUGH CONCRETE

STRUCTURES (WHERE WATER SEEPAGE CAN OCCUR THROUGH THE

STRANDS OF CABLES) SHALL BE MADE THROUGH USE OF A COPPER BAR.

COPPER BAR SHALL BE OF EQUAL CURRENT CARRYING CAPACITY AS

THAT OF THE CONNECTING GROUND CONDUCTORS. COPPER BAR SHALL

EXTEND SUCH THAT CONNECTION TO THE GROUND CABLE IS READILY

AVAILABLE.

3.09 GROUND CABLE SUPPORTED OFF CONCRETE SUPPORTS SHALL BE

THROUGH THE USE OF COPPER CLAMPS.

3.10 GROUNDING CIRCUIT CONNECTIONS SHALL BE SUCH THAT GROUNDING

RESISTANCE MAY BE CHECKED AT ANYTIME.

A. EACH GROUNDING CIRCUIT SHALL HAVE A RESISTANCE OF NOT

GREATER THAN 0.5 OHMS AT THE BUILDING TRANSFORMER

GROUND POINT. SUFFICIENT GROUNDING ELECTRODES SHALL BE

FURNISHED AND INSTALLED BY THE SUBCONTRACTOR AT NO

ADDITIONAL COST TO FERMILAB TO MEET THE REQUIREMENTS OF

THIS SECTION.

B. IF THE RESISTANCE CANNOT BE MET BY ADDING ADDITIONAL

GROUND RODS, THEN A LOW RESISTANCE GROUND FILL, SUCH AS

ULTRAFILL (HARGER LIGHTNING PROTECTION, INC., GRAYSLAKE, IL)

SHALL BE EMPLOYED AROUND THE RODS.

3.11 AS A MINIMUM, THE FOLLOWINGS ITEMS SHALL BE CONNECTED TO THE

GROUNDING SYSTEM EITHER DIRECTLY OR THROUGH BONDING:

A. GROUNDING ABOVE AND BELOW GRADE.

1. ALL STRUCTURAL STEEL AND METAL STRUCTURES SHALL BE

CONNECTED TO THE BUILDING GROUND ELECTRODE. THIS SHALL

INCLUDE, BUT NOT BE LIMITED TO, STEEL COLUMNS, STEEL BEAM METAL

DECKING AND STRUCTURAL METAL STAIRS.

2. BUILDINGS WITH MEDIUM VOLTAGE EQUIPMENT, EXPLOSION PROOF

EQUIPMENT OR NOISE SENSITIVE EQUIPMENT SHALL BE PROVIDED WITH

A BARE GROUND LOOP CONDUCTOR AND SHALL BE 500 MCM SECURED

TO THE BUILDING STRUCTURE OR DIRECT BURIED, AS NOTED ON THE

DRAWINGS. GROUND GRID MAIN CONDUCTOR SHALL BE LOCATED

PROXIMAL TO THE BUILDING FOOTING AND SHALL BE INSTALLED A

MINIMUM OF 2'-6” BELOW FINISHED GRADE, PER 2011 NEC ARTICLE

250.53.

3. GROUND RODS SHALL BE INSTALLED AT 12'-0”, MINIMUM, FROM THE

BUILDING COLUMNS, SPACED AT INTERVALS INDICATED ON DRAWINGS

AND CONNECTED TO COLUMNS WITH 500 MCM CABLE.

4. ALL CONNECTIONS TO BUILDING COLUMNS SHALL BE EXOTHERMIC

(CADWELD) WELD TYPE AND SHALL BE MADE ABOVE FINISHED GRADE

WHEREVER POSSIBLE. BELOW GRADE CONNECTION SHALL ALSO USE

EXOTHERMIC CONNECTIONS.

5. EXPOSED GROUND CONDUCTORS SHALL BE SUPPORTED EVERY

4'-0”.

B. EQUIPMENT GROUNDING

1. NON-CURRENT CARRYING METALLIC PARTS OF ELECTRICAL

EQUIPMENT AND INSTALLATIONS, SUCH AS PANELBOARDS, PUSHBUTTON

STATIONS, MOTORS, STARTERS, RACEWAY SYSTEMS AND LIGHTING

LUMINARIES SHALL BE SOLIDLY CONNECTED TO THE GROUNDING

SYSTEM. BOLTED CONNECTIONS SHALL BE MADE TO ALL EQUIPMENT TO

INSURE A PERMANENT GROUND, IN ACCORDANCE WITH IEEE

STANDARDS AND THE NEC.

2. STATIONARY EQUIPMENT ISOLATED FROM GROUND STEEL SHALL BE

EFFECTIVELY GROUNDED BY USE OF A COPPER GROUND CONDUCTOR

BONDING THE EQUIPMENT TO THE STATION GROUND OR OTHER

PERMANENTLY GROUNDED STRUCTURE.

3. THE USE OF RACEWAYS OR CONDUIT TO MEET THE ABOVE

REQUIREMENTS IS NOT AN ACCEPTABLE METHOD FOR GROUNDING OF

THE EQUIPMENT.

C. SYSTEM GROUNDING:

1. ALL GROUNDING SHALL CONFORM TO ARTICLE 250 OF THE 2011

NATIONAL ELECTRICAL CODE.

2. FOR 277/480 VAC AND 120/208 VAC WYE GROUNDED SYSTEMS, THE

NEUTRAL (GROUNDED) WIRE OF THE SYSTEMS SHALL BE CONNECTED

TO THE SYSTEM GROUND AT THE TRANSFORMER (SOURCE) AND AT NO

OTHER POINTS.

D. ALL PANELBOARDS, DISCONNECT SWITCHES, ETC., SHALL BE

PROVIDED WITH A BARE #2 AWG BOND WIRE FROM THE PANEL

BOARD ENCLOSURE TO THE GROUND SYSTEM. THIS IS IN ADDITION

TO THE GROUND CONDUCTORS ROUTED WITH PHASE

CONDUCTORS.

3.12 TRANSFORMER GROUNDING

A. SUBCONTRACTOR RESPONSIBLE FOR THE INSTALLATION OF THE

TRANSFORMER SHALL PROVIDE FOR THE GROUNDING OF THE

TRANSFORMER.

B. A GROUND LOOP SHALL BE INSTALLED AROUND THE PERIMETER OF

THE TRANSFORMER PAD WITH CONNECTIONS TO THE

TRANSFORMER GROUND LUGS IN PRIMARY AND SECONDARY

COMPARTMENT. THE GROUNDING SHALL BE AS FOLLOWS:

1. TRANSFORMERS RATED 750KVA AND BELOW, GROUND LOOP SHALL

BE 500 MCM BARE COPPER. GROUND TAP CONNECTIONS TO THE

TRANSFORMER SHALL BE #500 MCM BARE COPPER.

C. THE GROUND LOOP CONDUCTOR SHALL BE LOCATED A MINIMUM

18-INCHES OUTSIDE THE PERIMETER OF THE CONCRETE PAD AND A

MINIMUM 2'-6” BELOW GRADE LEVEL AND BELOW THE GRAVEL LINE

OF THE PAD.

D. EACH TRANSFORMER SHALL BE GROUNDED AT A MINIMUM OF TWO

PLACES ON THE TANK AND AT MINIMUM OF ONE PLACE IN THE LOW

VOLTAGE TERMINATION COMPARTMENT, UNLESS NOTED

OTHERWISE ON THE SUBCONTRACT DRAWINGS. SUBCONTRACTOR

SHALL PROVIDE FOR THE NEUTRAL/GROUND CONNECTION OF

DELTA-WYE CONFIGURED TRANSFORMERS.

1. INSTALLATION AND ROUTING OF GROUND CONDUCTORS SHALL NOT

INTERFERE WITH THE INSTALLATION OF THE PHASE CONDUCTORS.

2. GROUND CONDUCTORS SHALL NOT BE LOOPED BETWEEN PIECES

OF EQUIPMENT. EACH GROUND POINT SHALL HAVE A DIRECT

CONNECTION TO THE GROUND SYSTEM.

3. GROUND RODS SHALL BE INSTALLED AT THE CORNERS OF THE

GROUND LOOP AND AT INTERVALS INDICATED ON DRAWINGS.

REVISED PER FERMILAB COMMENTS11/06/25A

REVISED PER FERMILAB COMMENTS01/20/26B

A. TOP OF GROUND ROD SHALL NOT BE LESS THAN 18-INCHES BELOW B. GROUNDING CONDUCTORS SHALL NOT BE LESS THAN 30-INCHES