02 Package 2 (RFP Reference Documents - Drawings) 4-20-23.pdf

PDF 18 MB Posted Apr 20, 2023

Attached to: Wetland Permit Work Construction at Fermilab
Solicitation number: LBNF-342297-BWQ
Issued by: Department of Energy Fermi National Accelerator Laboratory

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File	Type	Posted
LBNF-342297-BWQ Addendum 8.pdf	PDF	May 25, 2023
Addendum 7.zip	ZIP file	May 24, 2023
Addendum 6.zip	ZIP file	May 23, 2023
Addendum 5.zip	ZIP file	May 23, 2023
Addendum 4.zip	ZIP file	May 15, 2023
Addendum 3.zip	ZIP file	May 11, 2023
Addendum 2.zip	ZIP file	May 5, 2023
Addendum 1.zip	ZIP file	May 5, 2023
03 Package 3 (RFP Reference Documents - Specifications) 4-20-23.pdf	PDF	Apr 20, 2023
04 Package 4 (Sample Subcontract) 4-20-23.pdf	PDF	Apr 20, 2023
01 Package 1 (RFP Documents) Wetlands Permit Work 4-20-23.pdf	PDF	Apr 20, 2023

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REQUEST FOR PROPOSAL

FRA RFP NO. LBNF-342297-BWQ

for the Construction of the

Long-Baseline Neutrino Facility (LBNF)

Near Site Conventional Facilities (NSCF)

Wetland Permit Work Construction

Package No. 2 of 4:

RFP REFERENCE DOCUMENTS (DRAWINGS)

Request for Proposal Package 2: RFP Reference Documents (Drawings) FRA RFP No. LBNF-342297-BWQ Wetland Permit Work Construction

TABLE OF CONTENTS

Request for Proposal (FRA RFP No. LBNF-342297-BWQ) Package No. 2 of

• Reference Drawings

ENCLOSED FOR REFERENCE/BASIS FOR PROPOSAL – DO NOT RETURN

o 6-15-15_Wetland Permit Work_Drawings Set, October 5, 2022, R2

FRA RFP No. LBNF-342297 -BWQ Wetland Permit Work Construction

Reference Drawings

ENCLOSED FOR REFERENCE/BASIS FOR PROPOSAL – DO NOT RETURN

FRA RFP No. LBNF-342297-BWQ Wetland Permit Work Construction

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:4 9:

REV. DATE DESCRIPTIONS

\C hi ca go -U

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303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

SITEN

W E

PLAN

NORTH PROJECT NO.

_131.01.03.02.04.04.02.01_05_

H. CHU

D. EGGERDING

F. LOUIS

LBNF NEAR SITE CONVENTIONAL FACILITIES

WETLAND PERMIT WORK

COVER SHEET

6-15-15

SW-000 00

-1

SW-0006-15-15

VICINITY PLAN

SCALE: NTS

LOCATION PLAN

SCALE: 1" = 300'-0"

LBNF NEAR SITE CONVENTIONAL FACILITIES

WETLAND PERMIT WORK

AT FERMILAB

PROJECT 6-15-15

OCTOBER 5, 2022

GENERAL NOTES

GENERAL

SURVEY AND LAYOUT

UTILITIES

EARTHWORK

CONSTRUCTION TRAFFIC

EROSION CONTROL

DESIGN CRITERIA AND REFERENCES - CURRENT EDITIONS

-SEDIMENT TRAP

-EROSION CONTROL BLANKET

- PROPOSED GRAVEL

TYPICAL CIVIL LEGEND ITEMS:

- PROPOSED TREE LINE

- WETLAND BUFFER

- DOMESTIC WATER

- PROPOSED GRAVEL ROAD

- SUMP LINE

- OVERHEAD ELECTRIC

- UNDERGROUND

POWER/COMMUNICATION

- SUPPLY

- RETURN

- PROPOSED TREE LINE

- INDUSTRIAL COOLING WATER

- COOLING POND TRANSFER PIPE

- WETLAND BUFFER

DWS

1. THE APPROXIMATE LOCATIONS OF KNOWN UTILITIES ARE SHOWN ON THE

DRAWINGS. HOWEVER, OWNER DOES NOT GUARANTEE THEIR ACCURACY.

THE SUBCONTRACTOR SHALL VERIFY THE LOCATIONS OF THESE UTILITIES

AND IMPLEMENT REASONABLE DUE DILIGENCE TO LOCATE UNMARKED

UTILITIES WITHIN THE WORK LIMITS.

2. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF

ALL UNDERGROUND OR SURFACE UTILITIES. ANY UTILITY DAMAGED

DURING CONSTRUCTION SHALL BE REPAIRED AT THE SUBCONTRACTOR'S

EXPENSE TO THE COMPLETE SATISFACTION OF OWNER.

3. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, THE

SUBCONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY OUTLETS

AND CONNECTIONS FOR ALL DRAINS, SEWERS OR CATCH BASINS.

4. PROVIDE 4" x 4" TREATED WOOD MARKER POST AT THE TERMINATION OF

ALL BURIED UTILITIES. SEE TYP. DETAIL DWGS.

5. VERIFY EXISTING UTILITY SIZES AND MATERIALS IN FIELD. GENERALLY,

EXISTING UTILITIES ARE:

-ICW: DUCTILE IRON -DWS: PVC

-CPTP: REINFORCED CONCRETE -SUMP: DUCTILE IRON

-CPWS/R: DUCTILE IRON -POND SCREEN: STEEL

1. SUBCONTRACTOR SHALL LOCATE ALL EXISTING STRUCTURES AND

UTILITIES BY HAND. OTHER METHODS MUST BE APPROVED IN ADVANCE BY

OWNER. FOLLOW ON EXCAVATION WORK MUST PROCEED WITH CAUTION.

2. SLOPES IN OPEN EXCAVATIONS SHALL BE NO STEEPER THAN 1.5H:1V IN

SAND AND SILT ALLUVIAL SOILS. IN STIFF GLACIAL TILL, SIDE SLOPES NO

GREATER THAN 0.75H:1V CAN BE USED UNLESS OTHERWISE DIRECTED.

3. SWALE AND DITCHES SHOWN ARE INTENDED TO INDICATE THE DIRECTION

OF RUNOFF. EXACT PROFILES HAVE NOT BEEN ESTABLISHED DUE TO THE

SHALLOW NATURE OF THESE DITCHES AND THE SURROUNDING GROUND.

THE INTENT OF THESE DITCHES IS TO GRADE TO DRAIN AND THEIR PROFILE

SHALL BE ADJUSTED ACCORDINGLY.

4. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO MAINTAIN

DRAINAGE FLOWS AT ALL TIMES DURING THE PERFORMANCE OF THE

WORK. SURFACE WATER RUNOFF SHALL BE CONTROLLED IN SUCH A

MANNER TO PREVENT PONDING. AREAS WITHIN THE CONSTRUCTION

LIMITS SHALL BE GRADED IN SUCH A WAY THAT THE SURFACE WATER WILL

FREELY FLOW TOWARD A COLLECTING SYSTEM OF DITCHES, SWALES, AND

SEDIMENT BASINS.

5. BACKFILL SHALL BE PLACED AND COMPACTED IN UNIFORM HORIZONTAL

LAYERS IN ACCORDANCE WITH THE SPECIFICATIONS.

6. SUBCONTRACTOR SHALL REMOVE ALL TREES ROOTS, DEBRIS, SHRUBS,

AND OTHER UNSUITABLE ORGANIC MATERIAL AND DISPOSE OFFSITE.

7. TO THE MAXIMUM EXTENT PRACTICABLE, THE WORK SITE SHALL BE

EXCAVATED, GRADED AND STABILIZED IN STAGES SO THAT UNPROTECTED,

DENUDED AREAS ARE MINIMIZED.

8. CLEARING AND GRUBBING SHALL ALSO BE STAGED TO THE GREATEST

EXTENT POSSIBLE SO THAT AREAS ARE CLEARED ONLY AS REQUIRED FOR

SEQUENCE OF OPERATIONS. CLEARING AND GRUBBING SHALL WHOLLY

OCCUR BETWEEN NOVEMBER 15 AND MARCH 15.

9. ALL SOILS EXCAVATED SHALL BE STOCKPILED SEPARATELY BY SOIL TYPE.

STOCKPILE HYDRIC SOILS EXCAVATED TO A DEPTH OF 2' SEPARATE FROM

OTHER TOPSOIL OR SUITABLE SOILS. STOCKPILE AREA IS AS INDICATED. NO

MATERIAL SHALL BE DISPOSED OF OFFSITE WITHOUT WRITTEN PERMISSION

BY OWNER.

10. PROVIDE EROSION CONTROL AROUND STOCKPILES AND MAKE AVAILABLE

FOR TESTING BY OWNER.

1. SUBCONTRACTOR SHALL PROVIDE A COMPLETE EROSION CONTROL

PROGRAM FOR MINIMIZING EROSION AND SILTATION DURING AND AS A

RESULT OF HIS CONSTRUCTION OPERATIONS.

2. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING

SOIL AND EROSION CONTROL MEASURES NECESSARY TO MEET THE

REQUIREMENTS OF THE MAIN INJECTOR POLLUTION PREVENTION PLAN AND

THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY (IEPA) "STANDARDS AND

SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL."

IEPA/WPC/87-012 TO CONTROL AND MINIMIZE CONSTRUCTION STORMWATER

DISCHARGES.

3. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY

INSTALLED, INSPECTED BY THE ENGINEER, AND FUNCTIONING PRIOR TO

CONSTRUCTION IN AN AREA.

4. SUBCONTRACTOR SHALL IMPLEMENT A DAILY INSPECTION PROGRAM OF THE

EROSION AND SEDIMENT CONTROL MEASURES AND TO MAINTAIN THESE

MEASURES IN A FUNCTIONAL CONDITION. EARTHEN STRUCTURES SUCH AS

DIKES, BERMS, AND SWALES SHALL BE STABILIZED BEFORE BEING

CONSIDERED FUNCTIONAL.

5. STRIPPING OF VEGETATION, GRADING OR OTHER SOIL AND HYDROLOGIC

DISTURBANCE SHALL BE DONE IN A MANNER TO MINIMIZE SOIL EROSION.

6. TEMPORARY GROUND COVER, SODDING OR EROSION BLANKET SHALL BE

USED TO PROTECT ALL EXPOSED AREAS DURING CONSTRUCTION.

APPROPRIATE SEED SHALL BE USED FOR TEMPORARY GROUND COVER AND

STABILIZATION DEPENDENT UPON THE TIME OF YEAR THAT CONSTRUCTION IS

TAKING PLACE.

7. SEDIMENT SHALL BE RETAINED ON SITE AND NOT ALLOWED TO ENTER THE

DRAINAGE WAYS.

8. CUT AND FILL SLOPES AND STOCKPILED MATERIAL SHALL BE PROTECTED TO

PREVENT EROSION.

9. ALL ACCESS ROADS INSTALLED BY THE SUBCONTRACTOR FOR HIS

CONVENIENCE MUST HAVE STABILIZED CONSTRUCTION ENTRANCES.

10. STOCKPILES SHALL BE STABILIZED AND SEEDED WITH LOW MAINTENANCE

SEED FOR LONG-TERM (MULTIPLE YEAR) TEMPORARY STORAGE.

11. STRAW BALES SHALL BE INSPECTED FREQUENTLY AND MAINTAINED OR

REPLACED AS REQUIRED TO MAINTAIN BOTH THEIR EFFECTIVENESS AND

ESSENTIALLY THEIR ORIGINAL CONDITION. UNDERSIDE OF BALES SHALL BE

KEPT IN CLOSE CONTACT WITH THE EARTH BELOW AT ALL TIMES TO PREVENT

WATER FROM WASHING BENEATH.

12. STABILIZATION OF DISTURBED AREAS WHICH MAY OR MAY NOT BE AT FINAL

GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 60 DAYS SHALL

BE STABILIZED WITHIN 7 DAYS OF INITIAL DISTURBANCE.

13. DUST CONTROL SHALL BE PROVIDED BY THE SUBCONTRACTOR AND SHALL BE

ACHIEVED BY WATERING OR OTHER APPROVED METHOD. SUBCONTRACTOR

SHALL PROVIDE A FULL-TIME OPERATING WATER TRUCK DURING ALL HOURS

OF CONSTRUCTION.

14. SILT FENCES, HAY BALES, AND OTHER EROSION CONTROL MEASURES

SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE INSTALLED AS SHOWN IN

ADDITION TO IEPA OR OTHER REGULATORY REQUIREMENTS.

15. STREAM FLOWS MOVING THROUGH AN IN-STREAM WORK AREA MAY BE

REDUCED BY ISOLATING AND DEWATERING THE WORK AREA OR BY OTHER

METHODS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL

COORDINATE WITH THE ENGINEER TO REVIEW THE METHODS THAT WILL BE

USED TO REDUCE STREAM FLOWS MOVING THROUGH IN-STREAM WORK

AREAS PRIOR TO THE START OF THE WORK.

16. THE CONTRACTOR SHALL HAVE A COPY OF THE MOST CURRENT VERSION OF

THE STORMWATER POLLUTION PREVENTION PLAN ON SITE AT ALL TIMES. THE

CONTRACTOR SHALL MAINTAIN SUCH PLAN TO REFLECT ANY SIGNIFICANT

CHANGES IN THE SOIL EROSION AND SEDIMENT CONTROL MEASURES USED

ON SITE.

17. IF INSTALLED SOIL EROSION AND SEDIMENT CONTROL MEASURES DO NOT

MINIMIZE SEDIMENT LEAVING THE DEVELOPMENT SITE, ADDITIONAL

MEASURES SUCH AS ANIONIC POLYMERS OR FILTRATION SYSTEMS MAY BE

REQUIRED BY THE ENFORCEMENT OFFICER.

18. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE

MINIMUM REQUIREMENTS. ADDITIONAL MEASURES MAY BE REQUIRED AS

DIRECTED BY THE ENGINEER, ENFORCEMENT OFFICER OR GOVERNING

AGENCY

19. IN CASE OF REPEATED FAILURE ON THE PART OF THE CONTRACTOR TO TAKE

STEPS PRESCRIBED BY THE ENGINEER TO CONTROL EROSION, THE ENGINEER

RESERVES THE RIGHT TO EMPLOY OUTSIDE ASSISTANCE, OR TO USE HIS/HER

OWN FORCES TO PROVIDE THE NECESSARY CORRECTIVE MEASURES AT THE

CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR EROSION

AND SEDIMENT CONTROL MEASURES FROM CONTRACT ISSUANCE UNTIL

FINAL STABILIZATION IS ACHIEVED, WHICH IS DEFINED AS GREATER THAN 80%

VEGETATIVE COVERAGE ON ALL DISTURBED AREAS NOT PERMANENTLY

STABILIZED BY AGGREGATE OR OTHER MEANS.

1. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

OFFICIALS (AASHTO).

2. ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT) STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

3. U.S. DEPARTMENT OF ENERGY GENERAL DESIGN CRITERIA-DOE 6430.1A.

4. FERMILAB DESIGN GUIDE

1. CONSTRUCTION VEHICLES CROSSING THE MAIN INJECTOR ON KAUTZ ROAD

SHALL HAVE VEHICLE LOADS NOT TO EXCEED 44 TONS AND MAXIMUM AXLE

LOAD OF 16 TONS.

2. CONSTRUCTION VEHICLES CROSSING THE MAIN INJECTOR ON KAUTZ ROAD

SHALL CROSS SINGLY. VEHICLES SHALL NOT PASS, OVERTAKE, OR MEET

WITHIN 100 FEET OF THE CENTERLINE OF A CROSSING. VEHICLES SHALL

MAINTAIN THEIR SPEED WHILE WITHIN 100 FEET OF THE CROSSING WITH NO

BRAKING (PROVIDED IT IS SAFE TO DO SO).

3. CONSTRUCTION VEHICLES CROSSING THE MAIN INJECTOR ON KAUTZ ROAD

SHALL NOT TRAVEL IN CONVOYS.

4. CONSTRUCTION VEHICLES SHALL ADHERE TO POSTED SPEED LIMITS WHEN

TRAVELING ANYWHERE ON SITE.

5. OWNER MAY PROHIBIT THE USE OF ANY HAUL ROUTE WHILE THE MAIN

INJECTOR BEAM IS ENERGIZED.

6. IF CONSTRUCTION ACTIVITIES CAUSE THE MAIN INJECTOR BEAM TO BE

ADVERSELY IMPACTED TO A SIGNIFICANT DEGREE, FERMLAB WILL HALT

CONSTRUCTION ACTIVITIES AND DEVELOP A REVISED PLAN TO PROCEED.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING

PAVEMENTS CAUSED BY HIS OPERATIONS. ALL DAMAGE CAUSED BY THE

CONSTRUCTION SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S

EXPENSE AND TO THE SATISFACTION OF OWNER.

1. THE SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS BEFORE STARTING WORK. IF CONDITIONS VARY FROM THOSE

INDICATED ON THE DRAWINGS, THE FERMILAB CONSTRUCTION

COORDINATOR (FCC) SHALL BE NOTIFIED AND NO WORK SHALL BE DONE IN

THE AREA WITHOUT HIS APPROVAL.

2. SUBCONTRACTOR'S WORK ACTIVITIES SHALL BE RESTRICTED TO AREAS

WITHIN THE LIMITS OF CONSTRUCTION AS NOTED ON THE DRAWING.

SUBCONTRACTOR'S ACTIVITIES AND VEHICLES SHALL NOT BE ALLOWED

OUTSIDE OF THESE LIMITS UNLESS APPROVED BY THE FCC.

3. THE SUBCONTRACTOR SHALL COORDINATE WORK AND COOPERATE WITH

OTHER SUBCONTRACTORS ON ADJACENT AND CONCURRENT WORK.

4. SCALE FOR THE DRAWINGS IS FOR GENERAL INFORMATION ONLY.

LOCATIONS AND DIMENSIONS SHALL BE TAKEN AS SHOWN AND NOT

SCALED.

5. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO ASCERTAIN EXISTING

FIELD CONDITIONS BEFORE BIDDING ON THIS PROJECT, ORDERING

MATERIALS, OR BEGINNING CONSTRUCTION.

1. ELEVATION, BENCHMARK AND ALIGNMENT MONUMENTS HAVE BEEN

ESTABLISHED WITHIN THE SITE, AND ARE SHOWN IN DRAWINGS. ALL

ELEVATIONS ARE BASED ON FERMI SITE COORDINATE SYSTEM (FCCS:XYH)

SURVEY DATUM. ALL SUBSEQUENT LAYOUT AND ELEVATION CONTROL,

USING THESE REFERENCES, IS THE RESPONSIBILITY OF THE

SUBCONTRACTOR.

2. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROPER ALIGNMENT

(VERTICAL AND HORIZONTAL) AT ALL INTERFACES BETWEEN NEW AND

EXISTING WORK TO ASSURE PROPER INSTALLATION AND USAGE.

3. THE FERMILAB ALIGNMENT GROUP MAY, AT THE DISCRETION OF OWNER,

RUN SPOT CHECKS ON CRITICAL PARTS OF THE CONSTRUCTION.

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:4 9:

REV. DATE DESCRIPTIONS

\C hi ca go -U

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D C

S\ Pr oj ec ts \W

Fe rm i_ W et la nd s_

Im p\

\2 0-

\G -0

-6

-1 5-

.d w g

303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

PROJECT NO.

_131.01.03.02.04.04.02.01_05_

H. CHU

D. EGGERDING

F. LOUIS

LBNF NEAR SITE CONVENTIONAL FACILITIES

GENERAL NOTES

SW-002 00

-1

SW-0026-15-15

SCALE:

PLAN

1 1/2" = 1'-0"

SCALE:

AELEVATION

1 1/2" = 1'-0"

SCALE:

ADETAIL TITLE

1 1/2" = 1'-0" [REF: 1/ A4-1]

A S1

SIM

DETAIL TITLE

ELEVATION

PLAN

SECTION CALL OUT

COLUMN GRID

A101

SIM

DETAIL CALLOUT REFERENCE

NORTH ARROW

EXTERIOR ELEVATION REFERENCE

A101

INTERIOR ELEVATION REFERENCE

A5-802 4

Room name Room name

Room name

150 SF SQ. FT.

ROOM NAME W/ ROOM NUMBER W/ AREA W/ OCCUPANCY LOAD

FINISH TAG

DOOR TAG WINDOW TAG LOUVER TAG

D101A

WALL TAG CEILING TAG

A.F.F.

CEILING TYPE

HEIGHT

LEVEL NAME

EL 0'-0"

SPOT

ELEVATIONS

LEVEL HEADS

EL: 00.00' AFF

BORROWED

LITE TAG

L1W101A W101A

MATCHLINE REFERENCE

CENTERLINE

TAG

REVISION CALLOUT AND CLOUD

FLOW ARROW

REFERENCE

KEYNOTES

MATCHLINE SEE 1 / A101

OCC =

Room name

150 SFSQ. FT.

SITEN

PLAN

NORTH

W E

FERMILAB SITE COORDINATE SYSTEM:

NORTH ARROW USAGE:

FLOOR FINISH

BASE FINISH

WALL FINISH

DRAWING IDENTIFICATION

X-XX-XXX

DISCIPLINE DESIGNATOR

WBS DESIGNATOR

SHEET TYPE DESIGNATOR

SHEET SEQUENCE NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN SHEET ON WHICH

ELEVATION IS DRAWN

SITE NORTH = FSCS NORTH

PLAN NORTH PROVIDES CONVENIENT REFERENCE

DIRECTIONS FOR PLAN VIEWS THAT ARE ORIENTED

OBLIQUELY WITH RESPECT TO SITE NORTH. FOR SITE

PLANS WHERE PLANS ARE ORIENTED WITH TRUE NORTH

UP, PLAN NORTH = TRUE NORTH.

FERMILAB EMPLOYS A LABORATORY-DEFINED SITE-WIDE

COORDINATE SYSTEM, THE FERMILAB SITE COORDINATE

SYSTEM (FSCS). UNLESS OTHERWISE STATED, ALL

COORDINATES GIVEN IN THESE DRAWINGS ARE EARTH

CURVATURE CORRECTED FSCS COORDINATES. FOR

MORE INFORMATION, REFER TO THE FERMILAB

FACILITIES ENGINEERING SERVICES SECTION

ENGINEERING DEPARTMENT'S CAD STANDARD MANUAL.

SHEET ON WHICH

SECTION IS DRAWN

DETAIL SECTION NUMBER

BATT INSULATION

CONCRETE MASONRY UNIT

RIGID INSULATION

METAL GRATING

REINFORCED CONCRETE

STRUCTURAL FACING TILE

EARTH

PRECAST CONCRETE

METAL

ROUGH WOOD

FINISH WOOD

PLYWOOD

COMPRESSIBLE FILLER

DEMOLISH

CONTROLLED LOW STRENGTH

MATERIAL (CLSM)

SCALE: 1" = 1'-0"

LEGEND

TEMP TEMPORARY

TH2DK

THC TARGET HALL COMPLEX

THK THICK / THICKNESS

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOSL TOP OF SLAB

TYP TYPICAL

UC UNDERCOUNTER

UG P/C UNDERGROUND POWER &

COMMUNICATION

UNO OR

UON

UNLESS NOTED OTHERWISE /

UNLESS OTHERWISE NOTED

UR URINAL

UV ULTRA VIOLET

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNB VINYL BASE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WBS WORK BREAKDOWN STRUCTURE

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WM WIRE MESH

WP WATERPROOF / WATERPROOFING

WWF WELDED WIRE FABRIC

XPS EXPANDED POLYSTYRENE

YD YARD

ZVB ZONE VALVE BOX

ZVC ZONE VALVE CABINET

REQD OR

REQ

REQUIRE / REQUIRED

RET RETAINING

REV REVISION

RF RESILIENT FLOOR

RFG ROOFING

RFL REFLECTED

RH RIGHT HAND

RM ROOM

RMKS REMARKS

RO ROUGH OPENING

ROW RIGHT OF WAY

RS RISER(S)

RV ROOF VENT

S SOUTH

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SFGL SAFETY GLASS

SHT SHEET

SHTG SHEATHINIG

SIM SIMILAR

SK SINK

SKLT SKYLIGHT

SLNT SEALANT

SP SOUNDPROOF

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

STRUCT STRUCTURAL / STRUCTURE

SYS SYSTEM

T&B TOP AND BOTTOM

T/ TOP

TBD TO BE DETERMINED

TBS TO BE SELECTED

NAT NATURAL

NDH NEAR DETECTOR HALL

NDSB NEAR DETECTOR SERVICE

BUILDING

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OL OPERATING LEVEL

OPG OR

OPNG

OPENING

OPP OPPOSITE

P PAINT

PB PANIC BAR

PBSB PRIMARY BEAM SERVICE BUILDING

PC PROTECTIVE COATING

PCC PRECAST CONCRETE

PERIM PERIMITER

PL PLATE

PLAS PLASTER

PLW OR

PLYWD

PLYWOOD

PNL PANEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVMT PAVEMENT

QT QUARRY TILE

R RISER

R OR RAD RADIUS

RB RESILIENT BASE / RUBBER BASE

RCP REFLECTED CEILING PLAN OR

REINFORCED CONCRETE PIPE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCE/-ED/-ING

REM REMOVE / REMOVABLE

IL INTERMEDIATE LEVEL

INCL INCLUDE / INCLUDED

INSUL INSULATION

INT INTERIOR

INV INVERT

J OR JB JUNCTION BOX

JF JOINT FILLER

JST JOIST

JT JOINT

L LENGTH

L/S LIFE SAFETY

LAB LABORATORY

LAr LOW ANTERIOR RESECTION

LAV OR L LAVATORY

LBNF LONG BEAM NEAR FACILITY

LCW LOW CONDUCTIVITY WATER

LF LINEAR FOOT / FEET

LG LONG

LL LOWER LEVEL

LP LOW POINT

LTCS LOCAL TUNNEL COORDINATE

SYSTEM. H, X, Y = EARTH

CURVATURE CORRECTED

COORIDNATES.

LTL LINTEL

LVR LOUVER

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP METAL PANEL

MTD MOUNTED

N NORTH

FEC FIRE EXTINGUISHER CABINET

FIN FINISH / FINISHED

FIRUS FACILITY INCIDENT REPORTING

UTILITY SYSTEM

FL FLOOR

FND FOUNDATION

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUDS

FPG FIREPROOFING

FRT FIRE RETARDANT TREATED

FTG FOOTING

G GAS

GA GAUGE

GHM GALVANIZED HOLLOW METAL

GL GLASS / GLAZING

GND GROUND

GRT GROUT

GRV GRAVEL

GWB GYPSUM WALL BOARD

GYP OR

GYB

GYPSUM BOARD

GYP SHTG GYPSUM SHEATHING

H HIGH

HB HOSE BIB

HC HANDICAP(PED)

HK HOOK

HM HOLLOW METAL

HMI HOLLOW METAL INSULATED

HORIZ HORIZONTAL

HPC HIGH PERFORMANCE COATING

HT, HGT HEIGHT

HTR HEATER

HW HOT WATER

HWC HANDICAPPED WATER CLOSET

HWH HOT WATER HEATER

HYD HYDRANT

ICW INDUSTRIAL COOLING WATER

ID INSIDE DIAMETER

CONC CONCRETE

CONT CONTINUOUS

CPTP COOLING POND TRANSFER PIPE

CPWR COOLING POND WATER RETURN

CS COUNTERSINK

CSMT CASEMENT

CT CERAMIC TILE

CTR COUNTER

D DRAIN

DEMO DEMOLITION

DET DETAIL / DETAILS

DI DUCTILE IRON

DIA DIAMETER

DK DECAY REGION

DN DOWN

DP DAMP PROOFING

DPS DUST PROOF SEALER

DS DOWNSPOUT

DWG DRAWING

DWLS DOWELS

DWS DOMESTIC WATER SERVICE

E EAST

EA EACH

EE EXTRACTION ENCLOSURE

EIFS EXTERIOR INSUL AND FINISH

SYSTEM

EJ OR EJT EXPANSION JOINT

EL OR

ELEV

ELEVATION

ELEC ELECTRICAL

EPDM ETHYLENE-PROPYLENE-DIENE-ME

MBRANE

EQ EQUAL

EQUIPT EQUIPMENT

EWC ELECTRIC WATER COOLER

FB FACE BRICK

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

@ AT

A/C AIR CONDITIONER / CONDITIONING

AB ANCHOR BOLT

AC ACOUSTICAL

ACFL ACCESS FLOOR

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AH ABSORBER HALL

ALT ALTERNATE

ALUM ALUMINUM

AP ACCESS PANEL

APROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ASB ABSORBER HALL SERVICE

BUILDING

ASPH ASPHALT

BB BOND BEAM

BD BOARD

BIT BITUMINOUS

BLDG BUILDING

BM BEAM

BOT BOTTOM

BPL BEARING PLATE

BSMT BASEMENT

BW BOTH WAYS

CAB CABINET

CB CATCH BASIN

CF CUBIC FOOT

CFM CUBIC FEET PER MINUTE

CJ OR CJT CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CLSM CONTROLLED LOW STRENGTH

MATERIAL

CMP CORRUGATED METAL PIPE

COL COLUMN

ABBREVIATIONS:

SYMBOLS:

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:4 9:

REV. DATE DESCRIPTIONS

\C hi ca go -U

G 1\

D C

S\ Pr oj ec ts \W

Fe rm i_ W et la nd s_

Im p\

\2 0-

\G -0

-6

-1 5-

.d w g

303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

PROJECT NO.

_131.01.03.02.04.04.02.01_05_

H. CHU

D. EGGERDING

F. LOUIS

LBNF NEAR SITE CONVENTIONAL FACILITIES

LEGEND AND ABBREVIATIONS

SW-003 00

-1

SW-0036-15-15

WETLAND 2

WETLAND 18

WETLAND 6

WETLAND 12

WETLAND 10

WETLAND 1

WETLAND 4

WETLAND 5

WETLAND 9

WETLAND 8

WETLAND 11

WETLAND 2

WETLAND 17

WETLAND 16

WETLAND 19

WATERS 3

WATERS 2

WATERS 1

WETLAND 18

PERMANENT IMPACT

0.53 AC.

TEMPORARY IMPACT

0.35 AC.

TEMPORARY IMPACT

1.20 AC.

TEMPORARY IMPACT

0.12 AC.

TEMPORARY IMPACT

5.33 AC.

TEMPORARY IMPACT

0.31 AC.

TEMPORARY IMPACT

0.22 AC.

PERMANENT IMPACT

0.43 AC.

TEMPORARY IMPACT

0.18 AC.

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

DAM

RIP

RAP

W V

PED

WVWV

WV WV

PIPELINE

DAM

PKNG

TANK

V V

IPR

P/L

SUMP

DWS

P /C

U G

P /C

U G

P /C

UG P/C

UG P

ICW

GAS

765770

5 740

740740

O H

OHOH

M P

CPW

CPWS

CPW

CPWS

ICW

742 741

74574

UG P

T Comms

T Co m m s

T Comms

T Com ms

O H

P/L

P\E

CPWR

ICW

W 10

EXISTING

POND G

EXISTING

POND E

EXISTING INDIAN CREEK

FUTURE BEAMLINE BASELINE

EXISTING UNNAMED TRIBUTARY

INDIAN CREEK

EXIST

MI-10

EXIST

MI-20

N C

K R

EXIST IN

DIAN C

REEK R

OAD

EXISTING GIESE ROAD

G M

EXIST

MI-14

EXIST. MAIN INJECTOR

EXISTING

MiniBooNE

SITE

PLAN

NORTH

W E

1" = 200'-0" 200 0 200 400

SCALE FEET

LEGEND:

WETLAND AREAS

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:5 0:

REV. DATE DESCRIPTIONS

\C hi ca go -U

G 1\

D C

S\ Pr oj ec ts \W

Fe rm i_ W et la nd s_

Im p\

\2 0-

\S W

-1

-6 -1

.d w g

303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

- PROPOSED TREE LINE

SW-102

SW-103

PROJECT NO.

SW-101

LBNF NEAR SITE CONVENTIONAL FACILITIES

OVERALL DEMOLITION PLAN

H. CHU

D. EGGERDING

F. LOUIS

-1

SW-1016-15-15_131.01.03.02.04.03.02.01_05_

EXISTING

SciBooNE

- WORKING LIMITS

WETLAND AREAS - TEMPORARY IMPACT (7.71 AC)

WETLAND AREAS - PERMANENT IMPACT (.96 AC)

TREE CLEARING AREAS

WETLAND 7

WETLAND 13

WETLAND 14

WETLAND 3

WETLAND 6

WETLAND 12

WETLAND 10

WETLAND 1

WETLAND 4

WETLAND 5 WETLAND 9

WETLAND 8

WETLAND 11

WETLAND 2

WETLAND 17

WETLAND 16

WATERS 2

WATERS 1

K R

CHERRY DR.

PED

PEDPED

GIESE RD.

DWS

UG P

DWS

GAS

INDIAN CREEK RD.

GIESE ROAD

O H

FROG FARM

SUBSTATION

INDIAN CREEK

CULVERT

CPTP

U G

P C

CPWR

ICW

M P

CPTP

CPWS

CPW

CPWS

CPW

CPWS

CPW

ICW

UG P

ICW

EXIST

SciBooNE

EXISTCOOLINGTOWER

742 741

74574

T Co m m s

T Comms T Comms

T Comms

T C om ms

T Com ms

O H

P/L

P\E

760765

735735

740745

751752

747 746

6 74

742741 741 74

74574

2 74

3 74

CPWR

ICWIC

CPWS

4 5

11 12

14 15

16 17 18 19

26 27 28

31 32

Clearing Limits Point Table Point Number

X - Coordinates 96815.04

96925.73

97103.32

97308.15

97651.97

97689.12

97544.64

97580.57

97609.71

97633.30

97664.48

97739.50

97787.76

97858.09

97916.55

97971.82

98053.08

98131.08

98198.83

98169.49

98168.33

98228.81

98264.62

98354.52

98361.39

98461.28

98527.48

98548.17

98616.57

98730.96

98845.63

98891.41

98659.78

98944.52

97390.65

97567.70

97719.54

97798.97

97878.53

97933.20

97959.73

98039.91

Y - Coordinates 96373.12

96236.67

96353.96

96308.59

96436.57

96439.51

96512.04

96588.29

96662.10

96714.29

96745.49

96777.25

96829.44

96873.23

96891.44

96896.74

96929.58

96951.82

96972.95

97068.82

97119.04

97100.08

96982.83

96990.27

96989.23

97016.03

97033.84

97041.32

97051.86

97069.41

97076.28

97088.47

94780.56

94900.82

97281.92

97443.81

97283.20

97354.86

97426.86

97469.97

97491.07

97553.37

SITE

PLAN

NORTH

W E

FEETSCALE

2001000100 1" = 100'-0"

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:5 0:

REV. DATE DESCRIPTIONS

\C hi ca go -U

G 1\

D C

S\ Pr oj ec ts \W

Fe rm i_ W et la nd s_

Im p\

\2 0-

\S W

-1

-6 -1

.d w g

303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

PROJECT NO.

SW-102

LBNF NEAR SITE CONVENTIONAL FACILITIES

DEMOLITION PLAN - I

H. CHU

D. EGGERDING

F. LOUIS

-1

SW-1026-15-15_131.01.03.02.04.04.02.01_05_

LEGEND:

WETLAND AREAS

- PROPOSED TREE LINE

- WORKING LIMITS

TREE CLEARING AREAS

1. POINTS ARE IN FSCS(X,Y,H) EARTH CURVATURE

CORRECTED COORDINATES.

2. TREE CLEARING AND WETLAND DISTURBANCE LIMITS,

WHERE NOT DELINEATED BY POINT TABLE, ARE

ASSUMED TO EXTEND TO THE TREELINE / WETLAND

LIMIT AS SHOWN.

3. PROTECT ALL EXISTING TREES NOT DESIGNATED FOR

CLEARING AS INDICATED AND SPECIFIED.

4. CONTRACTOR MAY BE DIRECTED TO CLEAR

ADDITIONAL TREES ON DRAWINGS WITHIN 30' OF

TREELINE DEPICTED. THIS WORK SHALL BE DONE AT

NO ADDITIONAL COST TO THE OWNER.

TREE CLEARING POINT

WETLAND AREAS - TEMPORARY IMPACT (7.71 AC)

WETLAND 19

WETLAND 18

PED

PEDPED

K R

C H

Y D

KLINE CT.

PED

PKNG

C R

R D

PED

P/L

U G

P /C

U G

P /C

U G

P /C

U G

P /C

U G

P /C

WCP

W S

D W

O H

D W

EXISTMI-20

COOLINGTOWER T

Com ms

T Co m m s

O H

P/L

P\E

PROJECT NO.

SW-103

LBNF NEAR SITE CONVENTIONAL FACILITIES

DEMOLITION PLAN - II

H. CHU

D. EGGERDING

F. LOUIS

-1

SW-1036-15-15_131.01.03.02.04.04.02.01_05_

SITE

PLAN

NORTH

W E

FEETSCALE

2001000100 1" = 100'-0"

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:5 0:

REV. DATE DESCRIPTIONS

\C hi ca go -U

G 1\

D C

S\ Pr oj ec ts \W

Fe rm i_ W et la nd s_

Im p\

\2 0-

\S W

-1

-6 -1

.d w g

303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

LEGEND:

WETLAND AREAS

- PROPOSED TREE LINE

- WORKING LIMITS

TREE CLEARING AREAS

WETLAND 6

WETLAND 12

WETLAND 10

WETLAND 1

WETLAND 4

WETLAND 5

WETLAND 9

WETLAND 8

WETLAND 11

WETLAND 2

WETLAND 17

WETLAND 16

WETLAND 19

WATERS 3

WATERS 2

WATERS 1

WETLAND 18

PERMANENT IMPACT

0.53 AC.

TEMPORARY IMPACT

0.35 AC.

TEMPORARY IMPACT

1.20 AC.

TEMPORARY IMPACT

0.12 AC.

TEMPORARY IMPACT

5.33 AC.

TEMPORARY IMPACT

0.31 AC.

TEMPORARY IMPACT

0.22 AC.

PERMANENT IMPACT

0.43 AC.

TEMPORARY IMPACT

0.18 AC.

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

DAM

RIP

RAP

W V

PED

WVWV

WV WV

PIPELINE

DAM

PKNG

TANK

V V

IPR

P/L

SUMP

DWS

P /C

U G

P /C

U G

P /C

UG P/C

UG P

ICW

GAS

765770

5 740

740740

O H

OHOH

M P

CPW

CPWS

CPW

CPWS

ICW

742 741

74574

UG P

T Comms

T Co m m s

T Comms

T Com ms

O H

P/L

P\E

CPWR

ICW

W 10

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:5 1:

REV. DATE DESCRIPTIONS

\C hi ca go -U

G 1\

D C

S\ Pr oj ec ts \W

Fe rm i_ W et la nd s_

Im p\

\2 0-

\S W

-1

-6 -1

.d w g

303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

SITE

TRUE

NORTH

W E

PROJECT NO.

SW-104

LBNF NEAR SITE CONVENTIONAL FACILITIES

OVERALL EXCAVATION PLAN

H. CHU

D. EGGERDING

F. LOUIS

-1

SW-1046-15-15_131.01.03.02.04.04.02.01_05_

1" = 200'-0" 200 0 200 400

SCALE FEET

SW-105

SW-106

LEGEND:

WETLAND AREAS

- WORKING LIMITS

WETLAND AREAS - TEMPORARY IMPACT (7.71 AC)

WETLAND AREAS - PERMANENT IMPACT (.96 AC)

NOTES:

1. ALL TEMPORARY AND PERMANENT IMPACT WETLAND AREAS

SHALL BE EXCAVATED PER DETAIL 2 ON SHEET SW-111

WETLAND 7

WETLAND 13

WETLAND 14

WETLAND 3

WETLAND 6

WETLAND 12

WETLAND 10

WETLAND 1

WETLAND 4

WETLAND 5 WETLAND 9

WETLAND 8

WETLAND 11

WETLAND 2

WETLAND 17

WETLAND 16

WATERS 3

WATERS 2

WATERS 1

K R

CHERRY DR.

PED

PEDPED

GIESE RD.

SUMP

DWS

UG P

ICW

DWS

GAS

INDIAN CREEK RD.

GIESE ROAD

UG P/C

O H

FROG FARM

SUBSTATION

INDIAN CREEK

CULVERT

EXIST

MI-14

EXIST

MI-10

CPTP

U G

P C

CPWR

ICW

M P

CPTP

CPWS

CPW

CPWS

CPW

CPWS

CPW

ICW

UG P

ICW

EXIST

SciBooNE

EXIST POND G

EXISTCOOLINGTOWER

EXIST

BOOSTER

NEUTRINO

BEAM

742 741

74574

UG P

T Comms

T Co m m s

T Comms T Comms

T Comms

T C om ms

T Com ms

O H

P/L

P\E

CPWR

ICWIC

CPWS

9+00

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

30+00

31+00

31+40

BEAMLINE

EXCAVATION LIMITS

INDIAN CREEK

EXIST MAIN

INJECTOR

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:5 1:

REV. DATE DESCRIPTIONS

\C hi ca go -U

G 1\

D C

S\ Pr oj ec ts \W

Fe rm i_ W et la nd s_

Im p\

\2 0-

\S W

-1

-6 -1

.d w g

303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

SITE

TRUE

NORTH

W E

EXIST MAIN IN

JECTOR RING

EXISTING POND G

PROJECT NO.

SW-105

LBNF NEAR SITE CONVENTIONAL FACILITIES

EXCAVATION PLAN - II

H. CHU

D. EGGERDING

F. LOUIS

-1

SW-1056-15-15_131.01.03.02.04.03.02.01_05_

EXISTING INDIAN

CREEK CULVERT

FEETSCALE

2001000100 1" = 100'-0"

LEGEND:

WETLAND AREAS

- WORKING LIMITS

WETLAND AREAS - TEMPORARY IMPACT (7.71 AC)

WETLAND AREAS - PERMANENT IMPACT (.96 AC)

NOTES:

WETLAND 19

WETLAND 18

PED

PEDPED

K R

C H

Y D

KLINE CT.

PED

PKNG

C R

R D

PED

P/L

U G

P /C

U G

P /C

U G

P /C

U G

P /C

U G

P /C

WCP

W S

D W

O H

D W

EXISTMI-20

COOLINGTOWER T

Com ms

T Co m m s

O H

P/L

P\E

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:5 1:

REV. DATE DESCRIPTIONS

\C hi ca go -U

G 1\

D C

S\ Pr oj ec ts \W

Fe rm i_ W et la nd s_

Im p\

\2 0-

\S W

-1

-6 -1

.d w g

303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

SITE

TRUE

NORTH

W E

PROJECT NO.

SW-106

LBNF NEAR SITE CONVENTIONAL FACILITIES

EXCAVATION PLAN - II

H. CHU

D. EGGERDING

F. LOUIS

-1

SW-1066-15-15_131.01.03.02.04.03.02.01_05_

FEETSCALE

2001000100 1" = 100'-0"

LEGEND:

WETLAND AREAS

- WORKING LIMITS

WETLAND AREAS - TEMPORARY IMPACT (7.71 AC)

WETLAND AREAS - PERMANENT IMPACT (.96 AC)

NOTES:

WETLAND 6

WETLAND 12

WETLAND 10

WETLAND 1

WETLAND 4

WETLAND 5

WETLAND 9

WETLAND 8

WETLAND 11

WETLAND 2

WETLAND 17

WETLAND 16

WETLAND 19

WATERS 3

WATERS 2

WATERS 1

WETLAND 18

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

DAM

TANK

PED

V V

WVWV

WV WV

PIPELINE

V V

P/L

SUMP

DWS

U G

P /C

U G

P /C

UG P/C

UG P

ICW

GAS

O H

CPW

CPWS

CPW

CPWS

ICW

UG P

T Comms

T Co m m s

T Comms

T Com ms

O H

P/L

P\E

CPWR

ICW

W 10

EXISTING INDIAN CREEK

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:5 1:

REV. DATE DESCRIPTIONS

\C hi ca go -U

G 1\

D C

S\ Pr oj ec ts \W

Fe rm i_ W et la nd s_

Im p\

\2 0-

\S W

-1

-6 -1

.d w g

303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

SITE

PLAN

NORTH

W E

1" = 200'-0" 200 0 200 400

SCALE FEET

PROJECT NO.

SW-107

LBNF NEAR SITE CONVENTIONAL FACILITIES

CONVEYANCE PLAN

H. CHU

D. EGGERDING

F. LOUIS

-1

SW-1076-15-15_131.01.03.02.04.03.02.01_05_

LEGEND:

WETLAND AREAS

WETLAND SOIL STOCKPILE

OVERLAND FLOW LINE

LONGEST TRAVEL PATH (Tc)

WATERSHED BOUNDARY

WETLAND 6

WETLAND 12

WETLAND 10

WETLAND 1

WETLAND 4

WETLAND 5

WETLAND 9

WETLAND 8

WETLAND 11

WETLAND 2

WETLAND 17

WETLAND 16

WETLAND 19

WATERS 3

WATERS 2

WATERS 1

WETLAND 18747.5

744.6 749.6

750.1

742.7 742.1

778.1777.6

777.5

772.6

775.3 767.7

774.6

761.2

759.4

758.3

758.8

759.8

765.6

767.8

767.6

763.2

753.3

755.7

755.7 757.5

761.6

770.5

760.2

765.2 770.6

764.2 771.2

770.3

772.6

775.9

772.9

769.6

772.7

769.5

767.7

765.1

766.5

767.8

765.9

768.7

769.4

770.8

765.6

761.6

766.6

765.9

765.4

761.4

766.8

771.4 770.5771.3

765.7

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

752.7 752.6

749.4 749.1

750.7 749.5

749.6

749.2 749.1

748.6

748.9

748.5

748.6

746.3

746.5

747.5

747.1

745.5

746.5

745.4

748.1 748.1

747.7

747.6

747.5 747.5

747.6

747.8

747.3

743.8 742.6745.5

746.6

747.7

747.3

747.1

748.7

748.5

748.6

749.3

749.7

750.6

751.1

752.9

753.4

753.6

751.6

751.5 749.6

749.3

752.5

755.6

755.5

756.6

756.5

764.6

762.5

761.1 761.5

760.8

757.3

761.5

765.5

763.8

762.4

761.7

760.3

756.5 757.2

756.3 755.3

753.5

752.7 752.7

750.4

750.8

750.4

749.6 749.3

749.4

749.5

749.6

751.6

751.5752.5

753.6

748.6

748.4

748.7

749.5

749.8

749.2 749.8

749.1

749.3

750.7

750.8

752.6

754.5

754.4

756.3

754.4

749.9 747.7

747.3

748.3

747.9 747.9

747.9

748.7

747.6

747.7

747.4

747.5

749.9

748.7

748.4

750.3

752.5

752.7

753.5

750.4

756.5 756.4

764.4

760.6

758.6

757.5

754.5

753.5

754.4

755.7 751.5

751.8

753.2

746.9

765.6

763.2

762.5

761.7

759.5

757.2760.8 761.2

760.3W

PED

745.5 741.5

740.8 739.9

739.4

741.9

743.5

742.8

746.5

746.6

738.6 737.8 736.4

737.9

742.2738.8

738.7

738.2

737.3

737.2

740.6

737.7

735.7737.2

735.8

737.3

736.5

738.1

737.4

738.3

738.7

738.2

739.9

740.1 739.8

740.8

742.8

738.3

740.4

738.7 737.6

738.9

739.7

739.9 739.1 738.6

737.5

738.8

737.2

737.7

742.8

741.5

744.8

746.6

744.3

742.7746.4

744.7

750.2

749.2

749.4

747.3

745.6

737.3

748.4

737.1 737.3

737.9

738.1

736.7

741.6

736.7

739.2

740.2

739.3

741.4

736.8

736.5

736.7

736.2

737.3

736.1

736.4740.1 743.1

743.1 743.3

744.6

740.9

740.4 743.6

748.7

738.7

746.5

746.6

746.4

747.6

743.7 743.5

745.5

745.4 745.8

746.4

746.5

740.7

739.4

737.3

739.8

742.3

744.5 745.4

746.8

PED

742.4

741.9

741.3

741.4

740.8

736.5

735.7

735.4

734.7736.3 736.5

733.3

733.2

735.7

735.5

735.6

734.2734.6736.3 736.2

735.8

735.3 735.6

734.6 735.3

734.1

734.4

735.3 733.6

734.5

734.6 734.5

734.6

734.9 735.4

734.7

734.8

734.6

734.1

734.9

735.2

733.6

734.5

734.8

734.4

734.5

735.2

735.1

733.7

733.6

736.3 736.3

733.7734.1 732.8

734.2

737.2

735.3

734.7

734.5

735.6

736.6

737.9

738.2

738.7

739.7 737.2

737.4

736.8

735.2

736.4

734.5

733.4

733.1

733.9

733.8 734.9

735.5

735.4

737.5

736.1

736.3

733.8

734.1

735.8 736.4

736.2

736.3

736.4

734.5 734.9

DAM

735.7

735.6 735.1

736.5

736.4

736.3

737.5

738.5 739.5

739.2

740.3

739.7

765.4

765.6 766.2

766.3 766.7

765.9 765.9766.2764.5

740.2

741.6 737.3

737.3 738.3

736.2

735.6 735.1

735.7

734.9

735.5 737.6

737.5 736.7

738.9

738.8

738.7

738.2

739.2

738.8

738.4

738.3736.5

770.7

778.9

777.3

776.9

778.1

784.6

783.1 782.3

776.8

777.3

784.5

781.5

785.1

784.1

784.3

777.7

776.7

777.8 777.2

777.4

777.7

781.5 776.6

777.4

780.8

782.8

783.8

778.7

779.1 781.6

783.4

784.6

779.5 779.1

776.9

778.2

777.4

779.9

777.7 779.4

786.7

778.9

TANK

PED

762.7 762.4

763.5 764.6

769.5

769.1

767.6

768.8 767.8767.6

768.5

772.5 772.7

772.2

772.5

772.8

772.6

773.8

773.4

773.5

773.2

773.6

773.5

757.5

757.3757.8

757.7758.6

758.2758.8

759.2

768.6

768.2

768.7

769.5

769.3

769.7

771.7

771.5 771.5

771.6

770.8

770.7

761.6

775.4

774.2

773.6

776.4

776.6

775.6

776.3

775.8

769.7

777.9

767.6

762.6

761.4

757.5

760.4

759.8

752.7

754.5 753.1

754.5

755.5

759.3 757.9

760.5 758.4756.7

757.7

774.6

772.7

772.4

776.6

777.6

778.1 777.6

777.5

777.4

755.9

767.5

760.4

769.4

768.5

769.4 770.5

768.6770.3

773.6

771.4 770.5

768.4772.6

PED

751.6

751.9

750.7

750.5

752.3

755.6

755.5

753.5

752.7

749.7 749.6

749.5

750.1 749.7749.4

746.3

750.3

751.3

751.5

750.6 746.4

743.6

743.5

743.4 743.5

743.2 743.5

744.1 745.6744.6

744.6

744.2

743.4

743.6

744.3 745.6

745.7

744.3

748.4 749.3

750.4

750.9

749.7

743.6742.3

747.3

743.5 743.1

745.8

744.2 743.6

752.2 751.6

751.2

752.5 752.7

753.1

742.2

741.1741.6

749.9 750.4

742.8

741.7

742.7742.2

742.9

743.5

749.3

753.4

752.4

752.4 752.2

752.6

751.7

750.4

750.6 751.7

753.4

749.8

751.5 751.3

751.7

753.2

752.6

752.3

752.4

753.5 753.1

754.8

755.7

752.1 752.4

755.7

754.4

753.4

753.6

756.6

756.4

756.5 754.7

754.6

756.1

755.7 755.4

756.2 756.2

756.7 755.8

755.3

755.8 756.4

756.3757.4

756.6

754.3

752.5

754.5

751.6

751.3

751.6 751.6

750.8

752.7

752.7 753.6

753.5

753.7

757.4

750.8751.2

754.4 756.3

751.6

751.5750.5

754.4 753.1

756.4 755.4 753.2

754.5

758.4

757.2

744.1

751.5

746.2

744.9

743.3

742.3

738.6

738.9

738.4 739.3

740.7

740.5

739.4

739.5

740.9

741.9

740.3

740.5

739.2

741.8

739.4

740.6

741.8

740.5

739.6

741.3 740.7

741.9

741.4

742.8

743.3

744.3

742.8

743.5

745.3

744.6

741.7

740.4 741.5

743.6

742.3

742.9

740.3

738.4

737.6 738.7

740.3

736.8

737.4

741.1

740.6

740.4

736.1

736.8 737.1

736.4

738.4

740.7

740.3 739.7

746.6

749.4

740.4

741.7

739.9

746.7

742.9

742.6

6.5

742.8

744.1

743.3

741.3

740.6

740.9

741.5

740.8

738.7

747.2

746.4

746.5

745.8

743.1

752.7

752.6

740.9 740.6

737.9

741.2

742.4 741.5

743.1 743.4743.2

742.7

741.8

739.7

738.8

739.8

739.3

738.6

739.4 740.2

740.5

741.6

741.4

739.7

738.5

739.6738.4

737.4 737.5

736.3

738.4

736.6

736.4

737.5

739.4

737.6

737.5

737.4

740.9 741.8

741.3

743.6

744.4

742.1 741.6

746.7

745.4

741.3

749.4

745.4

742.4

743.6

740.9

742.5

744.5

744.4

742.3

742.5

743.1

740.7 741.2

742.9

746.7

741.1

740.3

740.4

739.8

744.2

744.1

745.3

745.4

743.4

741.1

740.4

741.9

742.2741.9 742.7

741.3

745.6

744.6 743.8

746.4

746.3

746.7

746.8

747.6

749.4 748.7

749.7

741.6

738.5

739.3

736.5

742.1

747.3747.3

746.4

746.8

747.3

742.2

2.7

743.2

742.7 742.9

741.3

742.6

742.2

736.7

748.3

755.3

747.3

740.2

735.9

739.2 744.4

744.9

743.6

V V

WVWV

WV WV

742.6

742.3

740.5

740.6 741.4 741.9

741.4 748.7

748.6

752.4

749.4

751.9

741.5

741.9

748.4

741.5

741.8

747.9

757.2

741.9

741.4

742.2

739.2

740.5

739.4

741.5

740.6

739.8

741.1

741.4

739.9 740.6 741.2

741.5

741.7

742.1

737.6

737.8 737.2

736.9

738.3

740.4

738.3

741.2

740.7

741.8

756.5

739.8

752.6

742.1

740.1

740.3

741.5

PIPELINE

V V

744.8

745.4

746.3

750.4 743.3

747.7

742.5

743.5

743.2

741.4 740.4

742.3

755.8

742.1

739.6

742.5

738.9

739.1739.2739.1 739.5

743.2

747.5

747.3

738.7 738.9

739.5

740.5

738.8

739.5

743.2 743.8

740.9 747.2

738.9 740.9

742.3

739.5

743.6

V V

744.4

744.8

742.5

743.6 744.9

744.4

743.8

744.3

744.7

745.3743.5

746.5 744.5

743.7 744.1

743.7

744.2

747.5

744.5

749.5 744.5

747.4

747.6

740.7

740.2

743.7

747.7

742.5

743.9

739.1

742.1

743.7 747.3

744.5

745.2

744.1

746.6

744.7 744.7

748.3 747.2

744.5

4.1

745.7

745.5

744.4744.4 745.7

745.3

745.4 745.4

753.7

744.9

744.7 746.1

746.6

745.5

745.2

746.2 745.8

746.5

745.7

746.2 746.3745.5

746.4

745.7

746.1

745.6

743.3

745.7 746.1

745.3

744.4

745.3 743.6

743.2

747.3

748.1

746.3

745.9 743.9

747.4

741.7 742.7

742.8 747.3

742.5

744.7

V V

P/L

SUMP

DWS

U G

P /C

U G

P /C

UG P/C

UG P

ICW

GAS

O H

CPW

CPWS

CPW

CPWS

ICW

UG P

T Comms

T Co m m s

T Comms

T Com ms

O H

P/L

P\E

CPWR

ICW

W 10

EROSION CONTROL BLANKET

LEGEND:

PROPOSED TREE LINE

WETLAND BUFFER

WETLAND AREAS

WETLAND SOIL STOCKPILE

SILT FENCE

EROSION CONTROL BLANKET

LEGEND:

PROPOSED TREE LINE

WETLAND BUFFER

WETLAND AREAS - TEMPORARY IMPACT (7.71 AC)

WETLAND AREAS - PERMANENT IMPACT (.96 AC)

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:5 2:

REV. DATE DESCRIPTIONS

\C hi ca go -U

G 1\

D C

S\ Pr oj ec ts \W

Fe rm i_ W et la nd s_

Im p\

\2 0-

\S W

-1

-6 -1

.d w g

303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

SITE

PLAN

NORTH

W E

1" = 200'-0" 200 0 200 400

SCALE FEET

EXISTING GIESE ROAD

T M

R R

INDIAN CREEK

EXIST MAIN INJECTOR

NEW INDIAN

CREEK

CULVERT

PROJECT NO.

SW-108

LBNF NEAR SITE CONVENTIONAL FACILITIES

EROSION CONTROL PLAN

H. CHU

D. EGGERDING

F. LOUIS

-1

SW-1086-15-15_131.01.03.02.04.03.02.01_05_

EXISTING INDIAN CREEK

NOTES:

1. CONTRACTOR SHALL PROVIDE DOUBLE SILT FENCE AT THE

PERIMETER OF WETLANDS SHOWN ON DRAWING. SILT FENCE

SHALL EXTEND AT LEAST 50' BEYOND WORK LIMITS AND AS NEEDED

TO ACCOUNT FOR DRAINAGE PATTERNS FOR CONSTRUCTION

FLOWS.

2. NO CONSTRUCTION VEHICLES OF ANY KIND WILL BE PERMITTED

WITHIN WETLAND LIMITS.

3. NO MATERIALS MAY BE STORED, PLACED, OR MOVED THROUGH

WETLANDS.

4. LIMITED ENTRY INTO THE WETLAND IS PERMITTED BY FOOT IN ORDER TO

PERFORM WORK.

5. STOCKPILE AREAS SHOWN ARE INTENDED TO INDICATE GENERAL

LOCATION AND NOT THE SIZE REQUIRED. COORDINATE FINAL STOCKPILE

SIZE AND LOCATION WITH FERMILAB AS CONSTRUCTION PROGRESSES.

LOW MAINTENANCE NATIVE PRAIRIE MIX

LEGEND:

WETLAND 2

WETLAND 18

WETLAND 6

WETLAND 12

WETLAND 10

WETLAND 1

WETLAND 4

WETLAND 5

WETLAND 9

WETLAND 8

WETLAND 11

WETLAND 2

WETLAND 17

WETLAND 16

WETLAND 19

WATERS 3

WATERS 2

WATERS 1

WETLAND 18

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

PEDPED

PED

DAM

TANK

PED

V V

WVWV

WV WV

PIPELINE

V V

P/L

SUMP

DWS

U G

P /C

U G

P /C

UG P/C

UG P

ICW

GAS

O H

CPW

CPWS

CPW

CPWS

ICW

UG P

T Comms

T Co m m s

T Comms

T Com ms

O H

P/L

P\E

CPWR

ICW

W 10

LOW MAINTENANCE NATIVE PRAIRIE MIX

LEGEND:

- TO REMAIN GRAVEL AFTER CONSTRUCTION- LOW MAINTENANCE SLOPE MIX

- WETLAND SEED MIX

- LOW MAINTENANCE NATIVE PRAIRIE MIX

LEGEND:

LINED

CHANNEL

DIVIERSION DIKE

EXCAVATED

LINED

CHANNEL

DIVERSION DIKE

LINED CHANNEL

OUTLET

LINED

CHANNEL

OUTLET

DIVERSION DIKE

WETLAND AREAS

WETLAND SOIL STOCKPILE

SILT FENCE

EROSION CONTROL BLANKET

LEGEND:

PROPOSED TREE LINE

WETLAND BUFFER

DIVERSION DIKE

LINED CHANNEL

WETLAND AREAS - TEMPORARY IMPACT (7.71 AC)

WETLAND AREAS - PERMANENT IMPACT (.96 AC)

EXISTING INDIAN CREEK

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

:5 3:

REV. DATE DESCRIPTIONS

\C hi ca go -U

G 1\

D C

S\ Pr oj ec ts \W

Fe rm i_ W et la nd s_

Im p\

\2 0-

\S W

-1

-6 -1

.d w g

303 East Wacker Drive Suite 1400 Chicago, IL 60601

312-373-7700 tel 312-373-6800 fax www.aecom.com

DRAWING NO.

Fermilab Long-Baseline Neutrino Facility

00 10/05/2022 ISSUED FOR CONSTRUCTION

SITE

PLAN

NORTH

W E

1" = 200'-0" 200 0 200 400

SCALE FEET

NOTES:

1. DEEP TILL 12" ACROSS ALL WETLAND AREAS EXCAVATED

AFTER END OF ALL HEAVY VEHICLE USE.

2. PROVIDE EROSION CONTROL BLANKET AND SEED ALL

EXCAVATED WETLAND AREAS WITH LOW MAINTENANCE

NATIVE SEED. REFER TO DETAILS, SPECIFICATIONS, AND

ILLINOIS URBAN MANUAL REQIREMENTS.

3. PROVIDE LINED CHANNELS WITH EROSION CONTROL

BLANKET AND ROLLED DITCH CHECKS PER SHEET SW-110

4. DIVERSION DIKE AND CHANNELS PER DIVERSION PLAN ON

SHEET SW-110

5. PROVIDE LINED CHANNEL OUTLETS WITH RR-3 OR RR-4

RIPRAP MEETING ILLINOIS URBAN MANUAL QUALITY

DESIGNATION A.

PROJECT NO.

SW-109

LBNF NEAR SITE CONVENTIONAL FACILITIES

SITE RESTORATION PLAN

H. CHU

D. EGGERDING

F. LOUIS

-1

SW-1096-15-15_131.01.03.02.04.03.02.01_05_

REFERENCE STANDARD DWG. NO.

SHEET 1 OF 2

DATE 3-16-12

Project Designed Checked Approved

Date Date Date

IUM-620

SILT FENCE PLAN

NOTES:

1. Temporary sediment fence shall be installed prior to any grading work in the area to be protected. They shall be maintained throughout the construction period and removed in conjunction with the final grading

2. Filter fabric shall meet the requirements of material specification 592 Geotextile Table 1 or 2, Class with equivalent opening size of at least 30 for nonwoven and 40 for woven.

3. Fence posts shall be either standard steel post or wood post with a minimum cross-sectional area of 3.0 sq. in.

5' Max

' M in

(Typ)

"M in

(T yp

Fastener - Min. No. 10 Gage Wire 4 Per Post Required. (Typ.)

Filter Fabric

M in

Direction Of Flow

Undisturbed Ground Line

Compacted Backfill

6" Min

FABRIC ANCHOR DETAIL

ELEVATION

I and site stabilization.

REFERENCE STANDARD DWG. NO.

SHEET 1 OF 2

DATE 8-18-94

Project Designed Checked Approved

Date Date Date

IL-630

STABILIZED CONSTRUCTION ENTRANCE PLAN

NOTES:

1. Filter fabric shall meet the requirements of material specification

592 GEOTEXTILE, Table I or 2, Class , or and shall be placed over the cleared area prior to the placing of rock.

2. Rock or reclaimed concrete shall meet one of the following IDOT coarse aggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according to construction specification 25 ROCKFILL using placement Method 1 and Class compaction.

3. Any drainage facilities required because of washing shall be constructed according to manufacturers specifications.

4. If wash racks are used they shall be installed according to the manufacturer's specifications.

M in

SIDE ELEVATION

Filter Fabric

Existing Ground

3' Existing pavement

Mountable Berm

L = 5:1 Slope

' M in ' M in

L =

Existing Pavement

Existing Ground

Coarse Aggregate M in

* Must Extend Full Width Of Ingress And Egress Operation.

Positive Drainage To Sediment Trapping Device.

PLAN VIEW

10' Min

I II IV

III

REFERENCE STANDARD DWG. NO.

SHEET 2 OF 2

DATE 8-18-94

Project Designed Checked Approved

Date Date Date

IL-630

STABILIZED CONSTRUCTION ENTRANCE PLAN

M in

14' Min

Filter Fabric

SECTION A-A

6'- 7"

Reinforced Concrete Drain Space

SECTION B-B

REFERENCE STANDARD DWG. NO.

SHEET 1 OF 1

DATE 4-7-94

Project Designed Checked Approved

Date Date Date

IL-690

TREE PROTECTION - FENCING

NOTES:

1. The fence shall be located a minimum of 1 foot outside the drip line trunk of any tree.

2. Fence posts shall be either standard steel posts or wood posts with a minumum cross sectional area of 3.0 sq. in.

3. The fence may be either 40" high snow fence, 40" plastic web fencing or any other material as approved by the engineer/inspector.

6' Max

M in

Ground Surface

Fence

Drip Line

SIDE VIEW

POST AND FENCE DETAIL

Post of the tree to be saved and in no case closer than 5 feet to the

1' Min

REFERENCE STANDARD DWG. NO.

SHEET 1 OF 2

DATE 3-16-2012

Project Designed Checked Approved

Date Date Date

IUM-620A(W)

SILT FENCE WITH WIRE SUPPORT PLAN

8' Max

' M in

(Typ)

"M in

(T yp

(Typ) Fastener - Min. No.

10 Gage. Wire 4 Per Post

Mesh Support 6" Square (Max.)

or Staples 6" (o.c.)

NOTES:

1. Silt Fence shall be installed prior to any grading work in the area to be protected. They shall be maintained throughout the construction period and removed in conjunction with the final

2. Filter fabric shall meet the requirements of material specification 592 Geotextile Table 1 or 2, Class with equivalent opening size of at least 30 for nonwoven and 40 for woven.

3. Fence posts shall be either standard steel post or wood post with a minimum cross-sectional area of 3.0 sq. in.

M in

Undisturbed

Compacted

Min

FABRIC ANCHOR DETAIL

I grading and site stabilization. Silt fence shall be placed on the

Ground Line

Backfill

TRENCH INSTALLATION

Rolling with Tire

STATIC SLICE INSTALLATION

1-4 Times

10" flattest area available.

ELEVATION

Filter Fabric Direction of Flow

REFERENCE STANDARD DWG. NO.

SHEET 1 OF 1

DATE 3-16-2012

Project Designed Checked Approved

Date Date Date

IUM-620B(W)

SILT FENCE - SPLICING TWO FENCES

Place the end post of the second fence inside the end post of the first fence.

Rotate both posts at least 180 degrees in a clockwise direction to create a tight seal with the fabric material.

Cut the fabric near the bottom of the stakes to accommodate the 6" flap.

Drive both posts a minimum of 18 inches into the ground and bury the flap.

Compact backfill (particularly at splices) completely to prevent stormwater piping.

ATTACHING TWO SILT FENCES

Filter Fabric

Posts

Step 1

Step 2

Step 3

Filter Fabric

50'

REFERENCE STANDARD DWG. NO.

SHEET 1 OF 1

DATE 8-11-94

Project Designed Checked Approved

Date Date Date

IL-650

SUMP PIT PLAN

NOTES:

1.Pit dimensions are optional.

2. The standpipe will be constructed by perforating a 12"-24" diameter corrugated metal or PVC pipe.

3. A base of 2" aggregate will be placed in the pit to a minimum depth of 12". After installing the standpipe, the pit surrounding the standpipe will then be backfilled with 2" aggregate.

4. The standpipe will extend 12" to 18" above the lip of the pit.

5. If discharge will be pumped directly to a storm drainage system, the standpipe will be wrapped with filter fabric before installation.

If desired, 1/4"-1/2" hardware cloth may be placed around the standpipe prior to attaching the filter fabric. This will increase

M in

12" To 18"

Clean Water discharge

Side Slope Optional

2" Aggregate

12" To 24" Diameter Corrugated Metal Or PVC Perforated Pipe

SECTION

the rate of water seepage into the pipe.

REFERENCE STANDARD DWG. NO.

SHEET 1 OF 1

DATE 5-26-93

Project Designed Checked Approved

Date Date Date

IL-515

DIVERSION PLAN

Bottom

Width

Top

Width Depth

S.S

Grade S.S

Construction Layout Data

Bottom Width, Ft.

Depth, Ft.(Includes Freeboard & Settlement)

Side Slopes, Ft./Ft.

Top Width (Berm), Ft.

Seeding Width, Ft.

NOTES:

1.All trees stumps, brush and debris shall be removed from the construction area and disposed of properly. All old terraces, fence rows, or other obstructions that will interfere with construction or

2. When required topsoil shall be salvaged and spread uniformly over disturbed areas.

3. The diversion will be constructed to the…

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File details come from the government source that posted it. Updated Apr 20, 2023.