657A5-21-401 - Drawings R2_Part1 - 27 pages.pdf

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THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. NOTIFY THE

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) OF ANY DISCREPANCIES FOUND DURING

BIDDING AND THROUGH CONSTRUCTION.

DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN.

VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND

CONSTRUCTION. IF PROVIDED, EXAMINE EXISTING BUILDING DOCUMENTS AND BRING

DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE C.O.R.

VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES APPARATUSES IMPACTING NEW

CONSTRUCTION. DETERMINE EXACT SIZE AND LOCATION OF PENETRATION WITHIN NEW

CONSTRUCTION, TIGHTLY SEAL AND CAULK.

THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN

DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR PROTECTING ALL

EXISTING FINISHED FLOORING, ELEVATOR CAB/ DOORS, AND WALL MATERIALS WHEN

TRANSPORTING BUILDING MATERIALS/ EQUIPMENT THROUGHOUT THE HOSPITAL. CONTRACTOR

TO REPLACE AND REPAIR ALL DAMAGED SURFACES IN KIND WITHOUT FAULT TO THE VA.

IN COMPLIANCE WITH VA DIRECTIVE 1013, PROVIDE A CERTIFICATION THAT ALL WORKERS ON

THIS CONTRACT HAVE BEEN IMMUNIZED WITH THE FLU SHOT OF THE CURRENT YEAR.

MAINTAIN ACCESSIBLE EGRESS FOR THE DURATION OF THE PROJECT. THE CONTRACTOR IS

RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF

WORK AND THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF

THE PROJECT.

PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED

AND FIRE SAFE’D TO ACHIEVE THE REQUIRED FIRE RATING BY THE END OF CONSTRUCTION

OPERATIONS FOR EACH DAY.

PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE CODES AND FEDERAL AUTHORITIES,

RULES AND REGULATIONS.

THESE DOCUMENTS SHOW DESIGN INTENT WITH MINIMUM CONSTRUCTION REQUIREMENTS AND

MINIMUM QUALITY OF WORK EXPECTED. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS,

METHODS AND TECHNIQUES FOR CONSTRUCTION TO REACH THE EXPECTED QUALITY.

ALL MATERIALS USED SHALL BE NEW UNLESS OTHERWISE NOTED TO BE SALVAGED AND

REFURBISHED. MATERIAL QUALITY SHALL MEET OR EXCEED APPLICABLE INDUSTRY STANDARDS.

COORDINATING EQUIPMENT INSTALLATION AND VERIFY ROUGH-IN DIMENSIONS WITH THE

EQUIPMENT MANUFACTURER AND C.O.R. PRIOR TO CONSTRUCTION.

PREPARE EXISTING SURFACES THAT WILL SERVE AS SUBSTRATE TO RECEIVE THE NEW

MATERIALS FOR A LEVEL AND SMOOTH FINISH.

HOST ONLINE CONSTRUCTION MANAGEMENT SOFTWARE FOR THE DURATION OF THE PROJECT.

REMOVE, CUT, ALTER, REPLACE, PATCH AND REPAIR EXISTING WORK AS NECESSARY TO INSTALL

NEW WORK. UPON COMPLETION OF CONTRACT, DELIVER WORK COMPLETE AND UNDAMAGED.

EXISTING WORK (WALLS, CEILINGS, PARTITIONS, FLOORS, MECHANICAL AND ELECTRICAL WORK, LAWNS, PAVING, ROADS, WALKS, ETC.) DISTURBED OR REMOVED AS A RESULT OF PERFORMING

REQUIRED NEW WORK, SHALL BE PATCHED, REPAIRED, REINSTALLED, OR REPLACED WITH NEW

WORK, AND REFINISHED AND LEFT IN AS GOOD CONDITION AS EXISTED BEFORE COMMENCING

WORK.

WORK DEPICTED AS OUT OF SCOPE ON ONE DRAWING OR FROM ONE DISCIPLINE MAY STILL

REQUIRE SCOPE ON A DIFFERENT DRAWING OR FROM A DIFFERENT DISCIPLINE.

DRAWING SET UTILIZES COLOR. FULL DRAWING SET MUST BE PRINTED IN COLOR.

IF THE CONTRACTOR FINDS ANY PERCEIVED AMBIGUITY, CONFLICT, ERROR, OMISSION, OR

DISCREPANCY ON OR BETWEEN ANY OF THE CONTRACT DOCUMENTS, OR BETWEEN ANY OF THE

CONTRACT DOCUMENTS AND ANY APPLICABLE LAW, THE CONTRACTOR, BEFORE PROCEEDING

WITH THE WORK, SHALL PROMPTLY SUBMIT A REQUEST FOR INTERPRETATION ( “RFI”) TO THE A/E

FOR AN INTERPRETATION OR CLARIFICATION.

IN THE EVENT OF INCONSISTENCY OR CONFLICT WITH THE CONTRACT DOCUMENTS, THE

CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK, AND

COMPLY WITH THE STRICTER REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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COVER SHEET

05/07/2026 SPS KJ

CONSTRUCT NEW CAMPUS

CHILLER PLANT

657A5-21-401

2401 W MAIN ST, MARION IL 62959

CONSTRUCTION

DOCUMENTS 49

MARION VA

HEALTH CARE

SYSTEM Approved: Owner

CONSTRUCT NEW CAMPUS

CHILLER PLANT

PROJECT NUMBER: 657A5-21-401

MARION VA MEDICAL CENTER

DEPARTMENT OF VETERANS AFFAIRS

2401 WEST MAIN STREET

MARION, IL 62959-1165

VA

GENERAL NOTES

CAMPUS LOCATION

PROJECT LOCATIONS

LOCATION MAP

VICINITY MAP

NORTH

NORTH

GENERAL

GI000 COVER SHEET

GI001 ACCESSIBILITY REQUIREMENTS AND SYMBOL LEGEND

GI002 PARTITION TYPES AND TYPICAL MOUNTING HEIGHTS

GI003 CODE PLAN

GI004 PHASING PLAN

CIVIL

C100 CIVIL DETAILS

C101 CIVIL DETAILS

C102 CIVIL DETAILS

C200 EXISTING SITE PLAN - NORTH

C201 EXISTING SITE PLAN - SOUTH

C210 SITE DEMOLITION PLAN - NORTH

C211 SITE DEMOLITION PLAN - SOUTH

C300 CONSTRUCTION PHASE SITE LAYOUT PLAN - NORTH

C301 CONSTRUCTION PHASE SITE LAYOUT PLAN - SOUTH

C400 SITE LAYOUT PLAN - NORTH

C401 SITE LAYOUT PLAN - SOUTH

C500 SITE UTILITY PLAN - NORTH

C501 SITE UTILITY PLAN - SOUTH

C600 SITE GRADING PLAN - NORTH

C601 SITE GRADING PLAN - SOUTH

STRUCTURAL

S001 DESIGN CRITERIA, GEN NOTES, LEGEND, & ABBREVIATIONS

SB101 FOUNDATION PLAN

SB501 FOUNDATION SECTIONS AND TYPICAL DETAILS

SB701 FOUNDATION SCHEDULES

SF101 FRAMING PLAN - ROOF

SF401 ENLARGED FRAMING PLANS

SF501 FRAMING SECTIONS

SF601 FRAMING TYPICAL DETAILS

SF701 FRAMING SCHEDULES

ARCHITECTURE

AD101 -B49 B49 - DEMOLITION FLOOR PLAN AND ELEVATION

AE101 FLOOR PLANS

AE102 ROOF PLAN

AE141 FIRST FLOOR REFLECTED CEILING PLAN

AE201 EXTERIOR ELEVATIONS

AE202 EXTERIOR WALL PANEL DETAILS

AE301 BUILDING SECTIONS

AE310 WALL SECTIONS

AE311 WALL SECTIONS

AE321 ENLARGED PLANS, SECTIONS, AND ELEVATIONS

AE401 ENLARGED DETAILS

AE431 ENLARGED DETAILS

AE601 SCHEDULES

AE701 3D VIEWS

FIRE SUPPRESSION

F001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

FD101 FIRST FLOOR PLAN - DEMOLITION

FX201 ROOF PLAN - NEW WORK

FX102 MEZZANINE PLAN - NEW WORK

FX101 FIRST FLOOR PLAN - NEW WORK

PLUMBING

P001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

PS001 SITE PLAN

PD001 UNDERSLAB PLAN - DEMOLITION

PD101 FIRST FLOOR PLAN - DEMOLITION

PP001 UNDERSLAB PLAN

PP101 FIRST FLOOR PLAN - DRAINAGE

PP102 MEZZANINE PLAN - DRAINAGE

PP201 ROOF PLAN - DRAINAGE

PL101 FIRST FLOOR PLAN - DISTRIBUTION

PL102 MEZZANINE PLAN - DISTRIBUTION

P601 SCHEDULES AND DETAILS

P901 SANITARY ISOMETRIC

P902 STORM ISOMETRIC

P903 DOMESTIC ISOMETRIC

SHEET INDEX

HVAC

M001 ABBREVIATIONS, LEGEND, & GENERAL NOTES

MD101 BUILDING 49 DEMOLITION PLAN

MH101 FIRST FLOOR PLAN - HVAC

MH102 MEZZANINE PLAN - HVAC

MH103 ROOF PLAN - HVAC

M401 SECTIONS & AHU DETAILS

M501 DETAILS

M502 DETAILS

M503 DETAILS & SCHEDULES

M601 SCHEDULES

M701 CONTROLS

M702 CONTROLS

M703 CONTROLS

MECHANICAL

MP001 CHILLER PLANT NOTES, LEGENDS, AND ABBREVIATIONS

MP002 CHILLER PLANT NOTES, LEGENDS, AND ABBREVIATIONS

MP201 LOWER INDOOR MECHANICAL PIPING PLAN

MP202 UPPER INDOOR MECHANICAL PIPING PLAN

MP203 ROOF MECHANICAL PIPING PLAN

MP301 CHILLERS SECTIONS AND ISOMETRIC

MP302 COOLING TOWERS SECTIONS AND ISOMETRIC

MP303 PUMP SECTIONS AND ISOMETRICS

MP304 CHILLED WATER DISTRIBUTION PIT DETAILS

MP501 CHILLED WATER SYSTEM P&ID - NEW WORK

MP502 CONDENSER WATER SYSTEM P&ID - NEW WORK

MP503 REFRIGERANT RELIEF SYSTEM P&ID - NEW WORK

MP504 CHEMICAL FEED SYSTEM P&ID - NEW WORK

MP601 CHILLER PLANT DETAILS

MP602 CHILLER PLANT DETAILS

MP701 CHILLER PLANT SCHEDULES

MP801 CONTROLS SYSTEM ARCHITECTURE

MP802 CHILLER PLANT SEQUENCE OF OPERATION

MP803 CHILLER PLANT POINTS LIST

MP804 CHILLER PLANT POINTS LIST

MP805 CHILLER PLANT POINTS LIST

ELECTRICAL

E001 LEGEND & GENERAL NOTES

E002 PRIMARY SINGLE LINE DIAGRAM

E003 DEMOLITION SINGLE LINE

E004 SINGLE LINE

ES100 SITE PLAN

ES101 SITE PLAN - DEMOLITION

ES102 SITE PLAN - NEW WORK

ED100 BUILDING 49 DEMOLITION PLAN

E100 FIRST FLOOR - POWER & FIRE ALARM

E101 MEZZANINE - POWER & FIRE ALARM

E102 ROOF - POWER & FIRE ALARM

E103 FIRST FLOOR - LIGHTING

E104 MEZZANINE - LIGHTING

E105 ROOF - LIGHTING

E500 ELECTRICAL SCHEDULES

E600 ELECTRICAL SCHEDULES

E601 PANEL SCHEDULES

E602 PANEL SCHEDULES

E603 ELECTRICAL DETAILS

E604 ELECTRICAL DETAILS

TECHNOLOGY

T001 TECHNOLOGY LEGEND

TS100 TECHNOLOGY SITE PLAN

TD101 TECHNOLOGY FLOOR PLAN - DEMOLITION

T101 TECHNOLOGY FLOOR PLAN - NEW WORK

T102 MEZZANINE FLOOR - NEW WORK

T103 BUILDING 37 FLOOR PLAN

T401 TECH ROOM PLAN AND ELEVATIONS

T501 TECHNOLOGY DETAILS

T502 TECHNOLOGY DETAILS

T503 TECHNOLOGY DETAILS

T504 TECHNOLOGY DETAILS

TOTAL SHEETS: 127

1 CONTRACT DOCUMENTS 05/07/2026

stidh eSeal_OH_Stidham_351290_Signed

" M

IN

FRONT APPROACH, PUSH SIDE

" M

IN

FRONT APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH

" M

IN

12" MIN

" M

IN

HINGE APPROACH, PULL SIDE

36" MIN

" M

IN

HINGE APPROACH, PULL SIDE

42" MIN

HINGE APPROACH, PUSH SIDE

" M

IN

22" MIN

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

" M

IN

22" MIN 48

" M

IN

LATCH APPROACH, PULL SIDE

24" MIN 54

" M

IN

LATCH APPROACH, PULL SIDE, DOOR PROVIDED

WITH CLOSER

24" MIN

LATCH APPROACH, PUSH SIDE

" M

IN

24" MIN

LATCH APPROACH, PUSH SIDE, DOOR

PROVIDED WITH CLOSER

" M

IN

24" MIN

18" MIN

FRONT APPROACH, PULL SIDE

RECESSED DOOR/ GATE (RECESSED

GREATER THAN 8"

" M

IN

" M

IN

8"

8"

18" MIN

12"

FINISH FLOOR

FINISH FLOOR

CARPET

1:2 SLOPE MAX

1:2 SLOPE MAX

DOOR

1/4

1/2

1/4

1/4 " M

AX

1/2 " M

AX

1/2 " M

AX

FINISH FLOOR

30" MIN

" M

IN

CLEAR FLOOR OR GROUND CLEARANCE

30" MIN

" M

IN

FORWARD APPROACH

48" MIN

" M

IN

PARALLEL APPROACH

60" MIN

X>

CLEARANCE, ALCOVE, PARALLEL APPROACH

36" MIN

X>

CLEARANCE, ALCOVE, FORWARD APPROACH

MI

N

1 1 /2"

1 1/2" MIN

NOMINAL DIM. 1 1/4"

DIA MIN - 1 1/2" DIA

MAX, TYP

SURFACE-MOUNTED HANDRAIL

SECTION

ABSOLUTE

1 1/2"

3" MAX

1 1 /2"

M

IN

1'- 6"

M

IN

RECESSED HANDRAIL SECTION

HANDRAIL NOTES

1.

2.

3.

HANDRAIL ENDS SHALL BE RETURNED SMOOTHLY TO A WALL, GUARD, LANDING

SURFACE OR CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP.

HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO

SHARP CORNERS AND UNINTERRUPTED. EDGES SHOULD HAVE A 1/8" RADIUS.

WALLS OR OTHER SURFACES ADJACENT TO THE HANDRAILS SHALL BE FREE OF

SHARP OR ABRASIVE ELEMENTS.

" M

IN

25" MAX

SIDE VIEW

PLAN

FINISH

FLOOR

8" MIN

11" MIN

" M

IN

9" M

IN

ELEMENT

ELEMENT

4" MAX

X>

" M

IN

PROTRUDING

OBJECTS

" M

IN

" M

AX

UNOBSTRUCTED FORWARD APPROACH OBSTRUCTED HIGH FORWARD APPROACH

>20" - 25" MAX

" M

AX

" M

AX

" M

IN 48

" M

AX

10" MAX

" M

AX

" M

AX

10" MAX

UNOBSTRUCTED SIDE APPROACH OBSTRUCTED HIGH SIDE APPROACH

" M

AX

" M

AX

>10" - 24" MAX

20" MAX

18" MIN

" M

IN

CENTERED ON

TACTILE CHARACTERS

9" M

IN

" M

IN

17" - 25"

SIDE VIEW

PLAN

6" MAX

FINISH FLOOR

ELEMENT

ELEMENT

60" MIN

12" MIN 12" MIN36" MIN

" M

IN

" M

IN

T-SHAPED TURNING SPACE

33"

CIRCULAR TURNING SPACE

15" MIN 34

" M

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RF

AC

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" M

AX

" M

AX

9" M

IN

SIDE VIEWFRONT VIEW

" M

IN

6" MAX

MIRROR

LAVATORY

1'-3" MIN

" M

IN

30" MIN

INSULATE EXPOSED PIPING

" M

AX

" M

IN

" M

IN

6"

1"

KNEE CLEARANCE

RISES FROM 9" AT 6:1

30"X48" APPROACH

SPACE

11" MIN

KNEE CLEARANCE 6:1

RISE RATE

6" M

AX

30"X48"

APPROACH

3"3"

TOE CLEARANCE

KNEE

CLEARANCE

KNEE CLEARANCE 25" MAX

17" MIN

TOE CLEARANCE

PLAN

TOILET PAPER

DISPENSER

"-3

6"

"-1

9" 7"- 9"

CE

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IN

" M

AX

" M

IN

SANITARY NAPKIN

DISPOSAL

MAINTAIN SIDE GRAB BAR

CLEARANCES IN BOTH WHEELCHAIR

ACCESSIBLE AND AMBULATORY

ACCESSIBLE WATER CLOSETS

12" MIN 24" MIN

36" MIN

16"- 18"

TRANSFER SIDE

" M

AX

SIDE VIEWFRONT VIEW

NO MOUNTED ITEMS

BEHIND GRAB BAR

MOUNT BELOW GRAB

BAR IF POSSIBLE

39"-41"

54" MIN

42" MIN12" MAX

WHEELCHAIR

ACCESSIBLE WATER

CLOSETS

16"-18"

5'-0" MIN STAFF ONLY AREA

5'-6" MIN PATIENT AREA

4'- 8"

M

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S

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6'- 0"

M

IN

P

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A

RE

A

A101

SIM

GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

PLAN NORTH

(SEE CIVIL FOR TRUE NORTH)

SYMBOLS

A101

SIM BUILDING SECTION NUMBER W/ SHEET NUMBER

DOOR TAG

WALL TAGA1

2D-124

KEYNOTE

REVISION TAG

CEILING HEIGHT TAG

00.00

9' - 0"

WINDOW TAGA

MATERIAL TAGP-1

EQUIPMENT TAG/ JSN NUMBERF0340

ROOM TAG WITH NAME AND NUMBER

EXPANSION JOINTEJ

NORTH

OFFICE

A100

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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ACCESSIBILITY REQUIREMENTS

AND SYMBOL LEGEND

05/07/2026 SPS KJ

CONSTRUCT NEW CAMPUS

CHILLER PLANT

657A5-21-401

2401 W MAIN ST, MARION IL 62959

CONSTRUCTION

DOCUMENTS

MARION VA

HEALTH CARE

SYSTEM Approved: Owner

1/4" = 1'-0"

ACCESSIBLE SWING DOOR CLEARANCES

3" = 1'-0"

CHANGE OF ELEVATION

3/8" = 1'-0"

GROUND AND FLOOR CLEARANCE

1/2" = 1'-0"

HANDRAIL REQUIREMENTS

1/2" = 1'-0"

KNEE CLEARANCE

3/8" = 1'-0"

PROTRUDING OBJECTS CLEARANCE

1/4" = 1'-0"

REACH RANGE

1/2" = 1'-0"

TACTILE SIGN LOCATION AT DOORS

1/2" = 1'-0"

TOE CLEARANCE

1/4" = 1'-0"

TURNING SPACE

1/2" = 1'-0"

ACCESSIBLE LAVATORY CLEARANCE

1/2" = 1'-0"

WHEELCHAIR ACCESSIBLE WATER CLOSET CLEARANCES

1/2" = 1'-0"

WATER CLOSET TYPE REQUIREMENTS

1 CONTRACT DOCUMENTS 05/07/2026

" M

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" M

IN

" P

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1/

2" M

AX

PAPER TOWEL

DISPENSER WALL MTD

COAT HOOK SOAP DISPENSER

SURFACE

" M

AX

" M

IN

" P

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RR

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H

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T

" M

AX

MIRROR

IF USED: ONE PER

ROOM REQUIRED

TO BE ACCESSIBLE

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5'- 1 1

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SANITARY NAPKIN

DISPOSAL

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" M

IN

A.

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REFER TO GI000 FOR GENERAL NOTES.

REFERENCE FLOOR PLANS FOR PARTITION TYPES.

ANCHOR GYPSUM BOARD WITH SCREWS AT 8" O.C. MAX. ON EDGES AT 12" O.C. MAX. IN FIELD PER UL DESIGN

NUMBERS LISTED.

LABEL ALL RATED PARTITIONS ABOVE CEILING WITH PLAQUE OR STENCILED SIGN READING: "(SMOKE BARRIER/ FIRE BARRIER/ SMOKE RESISTIVE) : SEAL AND PROTECT ALL OPENINGS". REFER TO PARTITION SCHEDULE ON THIS SHEET

FOR RATING TYPE. SIGN SHALL BE PLACED ON BOTH SIDES OF PARTITIONS.

COORDINATE FRAMING WITH FIRE AND SMOKE DAMPERS AT PENETRATIONS IN RATED PARTITIONS.

PROVIDE CONTINUOUS FIRE RATED SEALANT AT THE PERIMETER OF ALL FIRE RATED WALLS AND CHASES, INCLUDING

THE TOP, BOTTOM, AND SIDE EDGES ON BOTH SIDES OF WALL.

ALL COLD FORMED STEEL FRAMING IS 20 GAUGE OR HEAVIER.

PROVIDE A MINIMUM OF ONE STUD SEPARATION BETWEEN OUTLET BOXES AND OTHER PENETRATIONS OCCURRING AT

OPPOSITE FACE OF WALLS.

PROVIDE WALL REINFORCEMENT BETWEEN STUDS WHERE REQUIRED BY INSTALLATION OF MILLWORK AND/OR WALL

HUNG EQUIPMENT.

PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS EXCEEDING STUD MANUFACTURER

REQUIREMENTS FOR MAXIMUM ALLOWED HEIGHT AND DEFLECTION.

PROVIDE MOISTURE RESISTIVE GYPSUM BOARD SHEATHING IN ALL AREAS THAT ARE PRONE TO HIGH HUMIDITY SUCH

AS BATHROOMS, KITCHENS, LAUNDRY ROOMS OR OTHER AREAS WITH PLUMBING FIXTURES.

PROVIDE CONTINUOUS NON-HARDENING ACOUSTICAL SEALANT AT TOP, SIDES AND EDGES OF BOTH SIDES OF WALL AT ALL NON-RATED GYPSUM BOARD PARTITIONS SCHEDULED TO RECEIVE SOUND ATTENUATION BLANKETS.

ALL PENETRATIONS AT NON-RATED WALLS SHALL BE SLEEVED AND PACKED AIRTIGHT WITH SAFING INSULATION AND SEALANT. ALL JOINT OF GYPSUM BOARD PANELS SHALL BE STAGGERED, TAPED, AND SEALED. FRAMING TO 1/2" +/-

CLEARANCE AT PERIMETER OF MECHANICAL DUCTWORK.

PLACE SOUND ATTENUATION BATTS (SAB) IN ALL PARTITIONS THAT ENCLOSE A ROOM UNLESS NOTED OTHERWISE.

WHERE WALL TYPE GRAPHICS DEPICT REINFORCED CONCRETE OR MASONRY UNIT CONSTRUCTION, REINFORCING SYMBOLS ARE OMITTED FOR CLARITY. REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT DESIGN.

PARTITION SCHEDULE IS BASED ON THE USE OF GYPSUM WALL BOARD (GWB), BUT FACING BOARD MAY VARY, DEPENDENT ON FINAL FINISH SCHEDULED FOR THAT PARTITION: USE CEMENTITIOUS BACKER BOARD (CBB) WHERE CERAMIC TILE SCHEDULED IN "WET" AREAS. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR PARTICULARS. AT ALL

PLUMBING FIXTURES INSTALL 4X8 (MR) MOISTURE RESISTANT BOARD CENTERED ON FIXTURE.

ALL NONSTRUCTURAL COMPONENTS SHALL COMPLY WITH ASCE 7 CHAPTER 13 AND THE GOVERNING BUILDING CODE

FOR SEISMIC DESIGN CATEGORY D.

MEP PENETRATIONS THROUGH PARTITIONS SHALL MAINTAIN REQUIRED MOVEMENT CAPACITY. PROVIDE OVERSIZED SLEEVES, FLEXIBLE CONNECTIONS, AND FIRESTOPPING COMPATIBLE WITH MOVEMENT REQUIREMENTS.

CASEWORK, SHELVING, AND EQUIPMENT ATTACHED TO PARTITIONS SHALL BE SEISMICALLY ANCHORED IN ACCORDANCE WITH ASCE 7 CHAPTER 13. PROVIDE BLOCKING AND COORDINATE ANCHORAGE WITH STRUCTURAL.

GENERAL PARTITION NOTES

SUBSTRATE [1] SUBSTRATE [2]MARK

--R1 CONCRETE

MASONRY UNIT

7 5/8"

TYPE R - RATED/ NON-RATED BLOCK PARTITION

WALL THICKNESS CORE STRUCTURE

INSULATION /

BATT

STUD SIZE RATING UL

-- 2 HR U914

WALL BASE - SEE ROOM

FINISH SCHEDULE

TYPE 'X' GYPSUM BOARD

CONTINUOUS TRACK AND

FASTENERS AT 16" O.C. MAX

CEILING - SEE ROOM

FINISH SCHEDULE

SUBSTRATE [2] SIDESUBSTRATE [1] SIDE

TOP OF FLOOR SLAB WITH

SCHEDULED FLOOR FINISH

20 GA. NON-STRUCTURAL COLD FORMED

STEEL AT 16" O.C. - SECURE TO CMU WALL

EXTEND 3 1/2" SOUND

ATTENUATION BLANKET 2'-0"

METAL DECK ABOVE

MINERAL WOOL SAFING

1/2" MINIMUM FLEXIBLE

FIRESTOP SEALANT STEEL PLATE - SEE

STRUCTURAL DRAWINGS

RATED CONCRETE

MASONRY UNITS -

REINFORCE WITH #5 &

GROUT AT 48" O.C.

UNLESS NOTED

OTHERWISE ON

STRUCTURAL DRAWINGS

CLOSED CELL

SPRAY FOAMR2 CONCRETE

MASONRY UNIT

11 7/8" -- (1) 5/8" GYPSUM BOARD

TYPE 'X'

3 5/8" 2 HR U914

CLOSED CELL SPRAY FOAM

INSULATION WITH INTUMESCENT

COATING - MIN 2 1/2"

PROVIDE SEISMIC BRACING FOR SUSPENDED

CEILINGS PER ASTM E580 AND ASCE 7 -

COORDINATE WITH STRUCTURAL.

CMU CLIPPING AT MID SPAN

CLOSED CELL

SPRAY FOAMR3 CONCRETE

MASONRY UNIT

13 5/8" -- (1) 5/8" GYPSUM BOARD

TYPE 'X'

6" -- --

SUBSTRATE [1] SUBSTRATE [2]MARK

--B1 CONCRETE

MASONRY UNIT

7 5/8"

TYPE B - NON-RATED BLOCK PARTITION

WALL THICKNESS CORE STRUCTURE

INSULATION /

BATT

STUD SIZE RATING UL

WALL BASE - SEE ROOM

FINISH SCHEDULE

TYPE 'X' GYPSUM BOARD

CONTINUOUS TRACK AND

FASTENERS AT 16" O.C. MAX

CEILING - SEE ROOM

FINISH SCHEDULE

SUBSTRATE [2] SIDESUBSTRATE [1] SIDE

TOP OF FLOOR SLAB WITH

SCHEDULED FLOOR FINISH

20 GA. NON-STRUCTURAL COLD

FORMED STEEL AT 16" O.C.

EXTEND 3 1/2" SOUND

ATTENUATION BLANKET 2'-0"

METAL DECK ABOVE

STEEL PLATE - SEE

STRUCTURAL DRAWINGS

CONCRETE MASONRY UNITS -

REINFORCE WITH #5 & GROUT AT 48"

O.C. UNLESS NOTED OTHERWISE ON

STRUCTURAL DRAWINGS

B2 CONCRETE

MASONRY UNIT

11 7/8" -- (1) 5/8" GYPSUM BOARD

TYPE 'X'

3 5/8" -- --

B3 CONCRETE

MASONRY UNIT

16 1/8" (1) 5/8" GYPSUM BOARD

TYPE 'X'

(1) 5/8" GYPSUM BOARD

TYPE 'X'

3 5/8" -- --

1/2" MINIMUM FLEXIBLE

ACOUSTIC INSULATION

CLOSED CELL SPRAY FOAM

INSULATION WITH INTUMESCENT

COATING - MIN 2 1/2"

CLOSED CELL

SPRAY FOAM

CLOSED CELL

SPRAY FOAM

PROVIDE SEISMIC BRACING FOR

SUSPENDED CEILINGS PER ASTM E580 AND

ASCE 7 - COORDINATE WITH STRUCTURAL.

PROVIDE SEISMIC BRACING FOR

SUSPENDED CEILINGS PER ASTM E580 AND

ASCE 7 - COORDINATE WITH STRUCTURAL.

CMU CLIPPING AT MID SPAN

WALL BASE - SEE ROOM

FINISH SCHEDULE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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PARTITION TYPES AND TYPICAL

MOUNTING HEIGHTS

05/07/2026 SPS KJ

CONSTRUCT NEW CAMPUS

CHILLER PLANT

657A5-21-401

2401 W MAIN ST, MARION IL 62959

CONSTRUCTION

DOCUMENTS

MARION VA

HEALTH CARE

SYSTEM Approved: Owner

1/2" = 1'-0"

TOILET FIXTURES AND ACCESSORIES

1 CONTRACT DOCUMENTS 05/07/2026

UP

4843 SF

CHILLER PLANT

578 SF

ELECTRICAL ROOM

832 SF

ELECTRICAL ROOM

191 SF

CONTROL ROOM

73 SF

TOILET

100 SF

TR

74 SF

H.A.C.

TRAVEL DISTANCE

131'-0"

COMMON PATH OF

EGRESS 21'-0"

AE

D

2049 SF

MEZZANINE

DN

UP

OPEN TO

BELOW

OPEN TO

BELOW

COMMON PATH OF EGRESS 98'-0"

TRAVEL DISTANCE 131'-0"

CODE PLAN LEGEND

INDICATES NEW 2-HOUR RATED WALL

EXIT SIGN (COORDINATE WITH ELECTRICAL DRAWINGS)

BRACKET MOUNTED FIRE EXTINGUISHER

AUTOMATIC ELECTRONIC DEFIBRILLATOR

COMMON PATH

TRAVEL DISTANCE

AED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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CODE PLAN

05/07/2026 SPS KJ

CONSTRUCT NEW CAMPUS

CHILLER PLANT

657A5-21-401

2401 W MAIN ST, MARION IL 62959

CONSTRUCTION

DOCUMENTS

MARION VA

HEALTH CARE

SYSTEM Approved: Owner

GROSS BUILDING SQUARE FOOTAGE

NORTH

CODE SUMMARY

PROJECT DESCRIPTION

THIS PROJECT WILL CONSIST OF A NEW CHILLER PLANT O FACILITATE THE FUNCTIONAL, AESTHETIC, AND REGULATORY REQUIREMENTS WHILE CONTRIBUTING TO THE OPERATION OF THE VAMC CAMPUS. THE BUILDING

IS SITED TO MINIMIZE VISUAL IMPACT AND MAINTAIN TO THE SURROUNDING CAMPUS.

IN ACCORDANCE WITH THE PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL (PSRDM), THE EXTERIOR ENVELOPE IS TO BE BLAST-RATED MEETING THE VA SECURITY AND RESILIENCY STANDARDS. ALL FACADE COMPONENTS, INCLUDING LOUVERS, DOORS, AND STRUCTURAL SYSTEMS, COMPLY WITH APPLICABLE BLAST

RESISTANCE CRITERIA.

AUTHORITY HAVING JURISDICTION:

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA CODES, STANDARDS AND EXECUTIVE ORDERS

NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED

EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

APPLICABLE CODES & STANDARDS

NFPA 101 LIFE SAFETY CODE; 2024

NFPA 220 STANDARDS ON TYPES OF BUILDING CONSTRUCTION; 2024

NFPA 13; 2025

INTERNATIONAL BUILDING CODE (IBC) 2024*

OCCUPATIONAL, SAFETY, AND HEALTH ADMINISTRATION (OSHA) STANDARDS

NFPA 70, NATIONAL ELECTRICAL CODE; 2023

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE; 2025

INTERNATIONAL PLUMBING CODE; 2024

ASHRAE 90.1, ENERGY STANDARD; 2022

ASME CODE FOR PRESSURE PIPING

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER

FREE DESIGN GUIDE (PG-18-13), AMERICAN DISABILITY ACT 2010

VA SUSTAINABLE DESIGN MANUAL (2017)

PHYSICAL SECURITY RESILIENCY DESIGN MANUAL 2020 (REVISED 2025)

VA SEISMIC DESIGN REQUIREMENT 2023 (REVISED 2024)

VA HVAC DESIGN MANUAL (REVISED 2025)

VA FIRE PROTECTION DESIGN MANUAL, 9TH EDITION; NOVEMBER 2023

*VA PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES MANUAL STATES NFPA 5000 IS NOT AN ACCEPTABLE

CODE. IBC 2024 IS USED WHEN NFPA CODES REFER TO NFPA 5000.

PSRDM (PHYSICAL SECURITY RESILIENCY DESIGN MANUAL)

PROPOSED BUILDING CRITICAL

RISK CATEGORY (IBC)

PROPOSED BUILDING CATEGORY IV

SEISMIC DESIGN REQUIREMENT (VA SEISMIC DESIGN REQUIREMENTS)

PROPOSED BUILDING CATEGORY D

PROPOSED BUILDING

BUILDING AREA

FIRST STORY 7,453 SF

MEZZANINE 2,121 SF

TOTAL 9,574 SF

OCCUPANCY USE GROUP CLASSIFICATIONS (NFPA 101 6.1.12)

PROPOSED BUILDING INDUSTRIAL (SPECIAL PURPOSE)

TYPE OF CONSTRUCTION (NFPA 101 40.1.6 & NFPA 220, TABLE 4.1.1)

PROPOSED BUILDING TYPE II (000)

BUILDING HEIGHT & AREA LIMITATIONS IBC - GROUP F-2 FULLY SPRINKLERED

IBC HEIGHT 504.4 IBC AREA 506.2

PROPOSED BUILDING 1 STORIES 9,574 SF

ALLOWABLE 4 STORIES 62,000 SF

OCCUPANCY LOAD (NFPA 101, TABLE 7.3.1.2)

PROPOSED BUILDING PROPOSED BUILDING MP (THE OCCUPANT LOAD IS THE MAXIMUM PROBABLE NUMBER

OF OCCUPANTS PRESENT AT ANY TIME.)

5 MAXIMUM OCCUPANTS

FIRE-RESISTANCE RATING REQUIREMENTS

BUILDING ELEMENTS (NFPA 220 TABLE 4.1.1)

PROPOSED BUILDING

EXTERIOR BEARING WALLS: 0-HOUR

INTERIOR BEARING WALLS: 0-HOUR

COLUMNS: 0-HOUR

BEAMS, GIRDERS, TRUSSES, AND ARCHES: 0-HOUR

FLOOR-CEILING ASSEMBLIES: 0-HOUR

ROOF-CEILING ASSEMBLIES: 0-HOUR

INTERIOR NON BEARING WALLS: 0-HOUR

EXTERIOR NON BEARING WALLS: 0-HOUR

MEANS OF EGRESS (NFPA 101, SECTION 7.1)

ACCESSIBLE MEANS OF EGRESS NFPA 101, SECTION 7.5.4 (EXCLUDING MEZZANINE)

PROPOSED BUILDING

MINIMUM NUMBER OF EXITS 2 REQUIRED PER STORY

FIRST FLOOR 2 PROVIDED

MEZZANINE 1 PROVIDED (NFPA 101, 40.2.4.1.2)

MINIMUM CLEAR WIDTH OF DOORS

REQUIRED = 32" MIN. (7.2.1.2.3.2)

PROVIDED = 36" MIN. (FOR ALL SINGLE DOORS)

MINIMUM CLEAR WIDTH OF CORRIDORS

REQUIRED = 36" MIN. (7.3.4.1)

PROVIDED FIRST FLOOR = 44" MIN. OR GREATER

PROVIDED MEZZANINE = 44" MIN. OR GREATER

MINIMUM CLEAR WIDTH OF EXIT STAIRS

REQUIRED = 44" MIN. (TABLE 7.2.2.2.1.2(B))

PROVIDED MEZZANINE = 60"

COMMON PATH OF EGRESS TRAVEL DISTANCE (NFPA 101, TABLE 40.2.5.1)

REQUIRED = 100' MAX.

PROVIDED FIRST FLOOR = LESS THAN 100'-0"

PROVIDED MEZZANINE = LESS THAN 100'-0"

EXIT ACCESS TRAVEL DISTANCE (NFPA 101, TABLE 40.2.6.1)

REQUIRED = 400' MAX

PROVIDED FIRST FLOOR = LESS THAN 300'-0"

PROVIDED MEZZANINE = LESS THAN 300'-0"

DEAD END CORRIDORS (NFPA 101, TABLE 40.2.5.1)

REQUIRED = 50' MAX

PROJECT HAS NO DEAD-END CORRIDORS GREATER THAN 20'-0".

ACCESSIBILITY ABAAS INCLUDING VA SUPPLEMENT BARRIER FREE DESIGN GUIDE

PER VA STANDARD ALERT

SITTING HEIGHT WORK AREAS 28" ABOVE FFL

HANDRAILS AT STAIR 34" ABOVE FFL

FIRE PROTECTION SYSTEMS

PROPOSED BUILDING

FULLY SPRINKLED IN ACCORDANCE WITH NFPA 13 2025

FIRE ALARM SYSTEM WITH VOICE EVACUATION THROUGHOUT IN ACCORDANCE WITH NFPA 72 2025.

PORTABLE FIRE EXTINGUISHERS IN COMPLIANCE WITH NFPA 10 FOR CLASS A

EXTINGUISHER INSTALLED PER FLOOR WITHIN 75 ’ OF TRAVEL.

PROVIDED FIRST FLOOR = 3

PROVIDED MEZZANINE = 2

ENERGY CODE COMPLIANCE

ENERGY CODE COMPLIANCE IS IN ACCORDANCE WITH ASHRAE 90.1, 2022

THE CONTRACTOR IS REQUIRED TO PROVIDE CONTINUOUS INSULATION AT ENTIRE BUILDING

ENCLOSURE IN COMPLIANCE WITH ENERGY CODE.

1/8" = 1'-0"

GROUND LEVEL - CODE PLAN

1/8" = 1'-0"

MEZZANINE LEVEL - CODE PLAN

GROUND FLOOR 7453 SF

MEZZANINE 2121 SF

TOTAL: 9574 SF

STAMP

NORTH

1 CONTRACT DOCUMENTS 05/07/2026

DN

1.

2.

3.

4.

5.

PHASE 1 TAKES PLACE WHILE THE EXISTING CHILLER PLANT (BUILDING 49) IS OCCUPIED AND STILL IN OPERATION.

INSTALL CONSTRUCTION FENCE AROUND NEW BUILDING SITE. AREA WITHIN CONSTRUCTION FENCE CAN BE USED

FOR CONTRACTOR LAYDOWN. ENSURE ADJACENT PARKING IS ACCESSIBLE TO THE PUBLIC.

PREPARE SITE FOR NEW CONSTRUCTION AND LAYDOWN AREAS.

CONSTRUCT NEW CHILLER PLANT.

COMPLETE SITE AND LANDSCAPE CONSTRUCTION.

REMOVE CONSTRUCTION FENCE AT NEW CHILLER PLANT.

NOTE:

ALL PORTIONS OF THE BUILDING AND SITE MUST BE COMPLETED AND READY FOR OPERATION BY THE

END OF PHASE 1A. NOTIFY THE VA TWO WEEKS AHEAD OF PHASE 1A COMPLETION.

PHASE 1 (NEW CHILLER PLANT)

1.

2.

3.

4.

THIS WORK TAKES PLACE ONCE THE NEW CHILLER PLANT IS FULLY FUNCTIONAL AND PERSONNEL HAVE MOVED TO NEW

BUILDING CONTROL ROOM.

INSTALL CONSTRUCTION FENCE AROUND BUILDING 49. ENSURE ADJACENT BUILDINGS ARE STILL ACCESSIBLE.

DEMOLISH ENTIRE BUILDING AND FOUNDATIONS.

COMPLETE NEW PARKING AND SITE IMPROVEMENTS.

REMOVE CONSTRUCTION FENCE.

PHASE 2 (EXISTING CHILLER PLANT B49)

1.

2.

3.

4.

5.

6.

7.

BUILDING 49 TO REMAIN FULLY FUNCTIONAL THROUGHOUT PHASE 1. WORK MUST BE COMPLETED IN A MANNER NOT

TO DISRUPT THE CHILLER PLANT OPERATIONS.

NEW CHILLER PLANT MUST BE FULLY OPERATIONAL BEFORE THE START OF PHASE 2.

NOTIFY THE VA COR TWO WEEKS AHEAD OF PHASE 2 TO ALLOW FOR THE RELOCATION OF PERSONNEL FROM

EXISTING CHILLER PLANT TO NEW CHILLER PLANT.

PHASES MUST BE COMPLETED IN SEQUENTIAL ORDER. PHASES SHALL NOT BEGIN UNTIL PREVIOUS PHASE HAS

CONCLUDED AND HAVE BEEN APPROVED BY THE VA COR.

CHILLER DOWNTIME DUE TO NEW CONNECTION MUST BE MINIMIZED. DOWNTIME SCHEDULE MUST BE CONFIRMED

WITH VA TWO WEEKS PRIOR TO DISCONNECTION.

CONTRACTOR RESPONSIBLE FOR MAINTAINING OPEN TRAFFIC FLOW AROUND ALL EXISTING BUILDINGS.

COMPLY WITH SUPPLEMENTAL REQUIREMENTS LOCATED IN THE PROJECT MANUAL AND DIVISION 01 SPECIFICATIONS

REGARDING PHASING.

GENERAL NOTES

1.

2.

3.

4.

5.

6.

PHASE 1B CAN TAKE PLACE ANY TIME DURING PHASE 1.

INSTALL TEMPORARY CONSTRUCTION FENCE AT PERIMETER OF WORK.

PREPARE SITE FOR PAVING.

PAVE AND STRIPE FOR NEW PARKING LAYOUT.

COMPLETE SITE AND LANDSCAPE CONSTRUCTION.

REMOVE CONSTRUCTION FENCE.

REPEAT FOR EACH SECTION OF WORK AS NECESSARY.

NOTE:

COMPLETE PARKING WORK ON NIGHTS AND WEEKENDS. PARKING MUST BE AVAILABLE DURING REGULAR BUSINESS

HOURS.

PHASE 1B (PARKING SITE WORK)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:Revisions:No.

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PHASING PLAN

05/07/2026 SPS KJ

CONSTRUCT NEW CAMPUS

CHILLER PLANT

657A5-21-401

2401 W MAIN ST, MARION IL 62959

CONSTRUCTION

DOCUMENTS

MARION VA

HEALTH CARE

SYSTEM Approved: Owner

1/32" = 1'-0"

PHASING PLAN

NORTH

1 CONTRACT DOCUMENTS 05/07/2026

C100

CIVIL DETAILS

.A

BAMBAM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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321 4 5 6 7 8 9 10

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CONSTRUCT NEW

CAMPUS CHILLER PLANT

657A5-21-401

2401 W MAIN ST, MARION, IL 62959

MARION VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

FULLY SPRINKLERED

CONTRACT

DOCUMENTS

CONTRACT DOCUMENTS 05/07/2025

05/07/2026

4CONCRETE SIDEWALK

N.T.S.

UTILITY TRENCH PATCH

TYPE 1

N.T.S. 7

UTILITY TRENCH PATCH

TYPE 3

N.T.S.6

UTILITY TRENCH PATCH

TYPE 2

N.T.S.

NOTES:

1. COMPACTED GRANULAR FILL SHALL BE AS

SPECIFIED IN SPEC 31 20 00. COMPACTED

GRANULAR FILL SHALL BE USED WHEN THE

TRENCH IS 5' OR LESS FROM ANY PAVED OR

GRAVEL SURFACE, OR BENEATH THE PAVEMENT

OR GRAVEL. COMPACTION SHALL BE 95% OF

STANDARD PROCTOR MAXIMUM DENSITY.

2. COVER OVER PIPE SHALL BE AS SPECIFIED ON

PLANS. UNLESS OTHERWISE SPECIFIED, ROOF

DRAINS SHALL HAVE 30" MIN. COVER AND

SANITARY SEWER SERVICES SHALL HAVE 48" MIN.

COVER.

D+12" (MIN)

D+24" (MAX)

12"

* LIMITING LINES FOR

PAYMENT OF REPAVING

* 20' LIMITING LINES FOR PAYMENT OF SEEDING & MULCHING

12"

* LIMITING LINES FOR PAYMENT APPLY ONLY WHEN

CONTRACT PROVIDES FOR UNIT PRICE PAYMENT OF

PAVEMENT REPLACEMENT AND SEEDING & MULCHING.

4" BEDDING

MATERIAL

PER SPEC. 31 20 00

COMPACTED

GRANULAR FILL

D

D+12" BEDDING

MATERIAL

PER SPEC. 31 20 00

PAVEMENT REPLACEMENT

OR 6" (MIN) TOPSOIL,

AS REQUIRED

TYP. TRENCH FOR

DUCTILE IRON SANITARY AND

DUCTILE IRON WATER PIPE

N.T.S.

12"

3"

12"x12" THICKENED SLAB AND REBAR SHALL

BE PROVIDED ALONG EDGES ABUTTING

PAVEMENT AND/OR BUILDING SLAB

SUBGRADE COMPACTION

ADDITIONAL #4 REBAR CONT.

AROUND ENTIRE PERIMETER

PROP. ASPHALT PAVEMENT

8" ~ CLASS B CONCRETE

(4,000 PSI)

11CONCRETE PAVEMENT

N.T.S.

#4 REBAR, 12" E.W.O.C.

MAINTAIN 3" MIN CLEAR

1. 1.5" ~ ASPHALT PAVEMENT, SURFACE COURSE, IDOT IL-9.5 MIX,

PG-70-22 BINDER.

2. 4" ~ ASPHALT PAVEMENT, BINDER COURSE, IDOT IL-19.0 MIX,

PG-64-22 BINDER.

3. 6" ~ AGGREGATE BASE, IDOT CA-6

4. 12" MIN. LOW VOLUME CHANGE (LVC) FILL MATERIAL PER

GEOTECHNICAL REPORT.

5. SUBGRADE COMPACTION IN ACCORDANCE TO SPEC 31 20 00

10ASPHALT PAVEMENT

N.T.S.

8"

3"

THICKENED SLAB SHALL BE PROVIDED

AROUND ENTIRE PERIMETER

#57 LIMESTONE, COMPACTED

CLASS B CONCRETE

(4,000 PSI)

3FROST SLAB

N.T.S.

6"

1/2" TOOLED RADIUS

6"

SUBGRADE COMPACTION

PAVEMENT

* WHERE CONCRETE CURB ABUTS RIGID PAVEMENT

5"

6" 1"

PREFORMED

JOINT MATERIAL *

JOINT SEALANT *1/4"R

CLASS B CONCRETE CURB

6"3"R

9STANDARD CONCRETE CURB

N.T.S.

6" 6"

10" 16"

11-1/2"

1- 1/

2"

6"

6"

(MIN.)

NOTE: CLEANOUT TOP OF

CASTING SHALL BE SET FLUSH

WITH FINISHED GRADE IN

PAVEMENT AREAS OR 2" MIN.

TO 4" MAX. ABOVE FINISHED

GRADE IN NON-PAVED AREAS.(APPROX. WT. 110 LBS)

END ELEVATION SIDE ELEVATION

SECTION ISOMETRIC

CLEANOUT FRAME & LID

FINISHED GRADE

(SEE NOTE) NEENAH R-1977 OR

APPROVED EQUAL

CLASS C

CONCRETE

PROVIDE 1 LAYER OF

VISQUENE OR APPROVED

EQUAL AROUND RISER

TO PREVENT BONDING

OF PIPE TO CASING

45° BEND

WYE

PLUGHARDWOOD

BLOCKING

SEE TYPICAL

TRENCH DETAIL

COMPACTED GRANULAR FILL

WATERTIGHT

STOPPER

2CLEANOUT

N.T.S.

NOTES:

1. PIPE SHALL BE 6" DIA. SCH 40 STEEL FILLED W/ CONCRETE.

2. PROVIDE YELLOW HDPE SLIP COVER OR PAINT W/ YELLOW HIGH

PERFORMANCE GLOSS OIL-BASED ENAMEL EXTERIOR PAINT.

SURROUNDING

PAVEMENT/GRASS

MULTI-COMPONENT URETHANE

JOINT SEALANT, NON-SAG,

TYPE M, CLASS 25

PROVIDE EXPANSION

JOINT WHEN SURROUNDING

PAVEMENT IS CONCRETE.

SLOPE AWAY FROM BOLLARD

12:1 (TYP.)

STEEL & CONCRETE BOLLARD

(SEE NOTES)

PROVIDE NEAT, UNIFORM,

ROUNDED TOP ON

ALL BOLLARDS

24"

6"

BOLLARD

CONCRETE FILLED STEEL

N.T.S.

CLASS C CONCRETE

AGGREGATE BASE,

IDOT CA-6

WARNING TAPE

SEE SPEC. 33 30 00

8" 7"

1/2" TOOLED RADIUS

VA STANDARD DETAIL

32 12 16-04 N.T.S.

6"

6"

12"

EXTEND TO

END

6"

MIN.

12DIPPED CURB

N.T.S.

STANDARD CURB SECTION

STANDARD CURB SECTION

DIPPED SECTION OF CURBING

FLUSH WITH ADJACENT PAVEMENT

PAVEMENT GRADE LINE

NOTE: PROVIDE EVENLY SPACED CONTRACTION JOINTS AT A SPACING

NO SHORTER THAN 5-FT AND NO FURTHER THAN 10-FT.

ADDITIONALLY PROVIDE JOINTS AT BEGINNING/ENDS OF CURVES.

5' MIN - 1

0' MAX

CONTRACTION JOINT

CONTRACTION JOINT

" M

IN

LOW VOLUME CHANGE (LVC)

FILL MATERIAL PER GEOTECHNICAL REPORT

" M

IN

LOW VOLUME CHANGE (LVC)

FILL MATERIAL PER GEOTECHNICAL REPORT

2026 MAY 06

C101

.A

BAMBAM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

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CONSTRUCT NEW

CAMPUS CHILLER PLANT

657A5-21-401

2401 W MAIN ST, MARION, IL 62959

MARION VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

FULLY SPRINKLERED

CONTRACT

DOCUMENTS

CONTRACT DOCUMENTS 05/07/2025

05/07/2026

EXISTING GROUND

CONCRETE POST FOOTER

AT CORNERS AND GATES.

18" Ø MINIMUM

18" Ø CONCRETE POST FOOTER

AT CORNERS AND GATES.LINE POST, TYP.

TENSION WIRE, 7 GAUGE

W/ HOG RINGS 18" O.C.

TENSION WIRE, 7 GAUGE

W/ HOG RINGS 18" O.C.BRACE RAIL

8" Ø, SCH. 40 GALVANIZED STEEL

BRACE RAIL

8" Ø, TYP.

ADJUSTABLE TRUSS

ROD 38" Ø, TYP.

ADJUSTABLE TRUSS

ROD 38" Ø, TYP.

CORNER & END POSTS

4" Ø, SCH. 40 GALVANIZED STEEL

LINE POSTS

3" Ø, SCH. 40 GALVANIZED STEEL

4" MESH, #9 GAUGE GALVANIZED

STEEL CHAIN LINK FABRIC

TYPICAL DRIVEN POST

CONSTRUCTION FENCE

N.T.S.

NOTES:

1. THE TYPICAL DETAIL SHOWN REPRESENTS A DESIGN MINIMUM. FINAL

FENCING SHALL BE DESIGNED BY FENCING CONTRACTOR TO MAINTAIN

STRUCTURAL STABILITY UNDER 90-MPH WIND LOADS (WITHOUT ICING).

2. FENCE AND GATES SHALL ELECTRICALLY BONDED TO GROUNDING ROD(S)

AND/OR SITE ELECTRIC GROUND.

3. CONTRACTOR SHALL FIELD VERIFY UTILITY LOCATIONS PRIOR TO DRIVING

POSTS TO PREVENT DAMAGE. VACUUM EXCAVATION OF FENCE POST

HOLES IS RECOMMENDED TO MINIMIZE POTENTIAL FOR DAMAGES.

KNUCKLE SELVAGE

TWIST SELVAGE

CONCRETE BARRIER

W/ CHAIN LINK FENCE

AND VEHICLE GATE

N.T.S.

GALVANIZED FENCE POST

GALVANIZED FENCE HINGE POST

ANCHOR FENCE HINGE POST TO BARRIER

TOP RAIL

6' WIDE GATE PANEL

6' WIDE GATE PANEL

PORTABLE CONCRETE BARRIER

TOP RAIL

GALVANIZED FENCE HINGE POST

GALVANIZED FENCE POST

GALVANIZED FENCE POST

PORTABLE CONCRETE BARRIER

GALVANIZED FENCE HINGE POST

ANCHOR FENCE HINGE POST TO BARRIER

TOP RAIL

4' MIN. WIDE GATE PANEL

ANCHOR FENCE POST TO BARRIER

POSTS TO BE DRIVEN INTO GROUND FOR ADDITIONAL STABILITY

PORTABLE CONCRETE BARRIER

TOP RAIL

GALVANIZED FENCE HINGE POST

GALVANIZED FENCE POST

NOTES:

1. THE TYPICAL DETAIL SHOWN REPRESENTS A DESIGN MINIMUM. FINAL

FENCING SHALL BE DESIGNED BY FENCING CONTRACTOR TO MAINTAIN

STRUCTURAL STABILITY UNDER 90-MPH WIND LOADS (WITHOUT ICING).

2. FENCE AND GATES SHALL ELECTRICALLY BONDED TO GROUNDING ROD(S)

AND/OR SITE ELECTRIC GROUND.

4" MESH, #9 GAUGE

GALVANIZED STEEL

CHAIN LINK FABRIC

4" MESH, #9 GAUGE

GALVANIZED STEEL

CHAIN LINK FABRIC

4" MESH, #9 GAUGE

GALVANIZED STEEL

CHAIN LINK FABRIC

4" MESH, #9 GAUGE GALVANIZED

STEEL CHAIN LINK FABRIC

WITH

8" MESH, #11 GAUGE CHAIN LINK

FABRIC OVERLAY TO DETER

TAMPERING WITH PANIC BAR AND

LOCK HARDWARE FROM OUTSIDE

ANCHOR FENCE POST TO BARRIER

POSTS TO BE DRIVEN INTO GROUND FOR ADDITIONAL STABILITY

CONCRETE BARRIER

W/ CHAIN LINK FENCE

AND MAN GATE

N.T.S.

GATE LOCK HARDWARE

1/2" CHAMFER OR TOOLED RADIUS

DUAL HEIGHT GOOSENECK

INTERCOM PEDESTAL

N.T.S.

18" Ø

6"

48"

6"DRIVE PAVEMENT

ANCHOR BOLTS, TYP.

SIZE, LOCATION, & QUANTITY PER

MANUFACTURER REQUIREMENTS.

CLASS C CONCRETE FOUNDATION

CURB

WIRING CONDUIT(S)

12"

42"

22"

DUAL-HEIGHT GOOSENECK PEDISTAL

NOTES:

1. CONTRACTOR SHALL SUBMIT THE SELECTED SELECTED PRODUCT'S

DATASHEET FOR REVIEW AND APPROVAL PRIOR TO ORDERING.

2. FOUNDATION AS SHOWN IS A MINIMUM. CONTRACTOR SHALL SUBMIT THE

SELECTED PRODUCT'S MANUFACTURER RECOMMENDED FOUNDATION

DETAILS FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION.

6"

1/2" CHAMFER OR TOOLED RADIUS

4GATE ARM FOUNDATION

N.T.S.

24"

6"

48"

6"DRIVE PAVEMENT

CLASS C CONCRETE FOUNDATION

ANCHOR BOLTS, TYP.

SIZE, LOCATION, & QUANTITY PER

MANUFACTURER REQUIREMENTS.

CURB

WIRING CONDUIT(S)

GATE OPERATOR ENCLOSURE

NOTES:

1. CONTRACTOR SHALL SUBMIT THE SELECTED SELECTED PRODUCT'S

DATASHEET FOR REVIEW AND APPROVAL PRIOR TO ORDERING.

2. FOUNDATION AS SHOWN IS A MINIMUM. CONTRACTOR SHALL SUBMIT THE

SELECTED PRODUCT'S MANUFACTURER RECOMMENDED FOUNDATION

DETAILS FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION.

6"

LEVELING BASEPLATE & ASSOCIATED HARDWARE

LEVELING BASEPLATE & ASSOCIATED HARDWARE±36"

GATE ARM

REQUIRES 2 ~ 5/8" x 2'-0" STEEL BAR STAKES FOR EACH CURB

SECTION. CURB REINFORCED W/ 2 ~ #3 REBAR. LOCATE

PARKING CURB 3' FROM FACE OF SIDEWALK HEADER OR

EDGE OF PAVEMENT.

8"

6'

PRECAST CONCRETE

WHEEL STOP

N.T.S.

6"

3"

MOUNT ON BUILDING OR INSTALL WITH SQUARE

STEEL GALVANIZED POLE PER DETAIL 8, THIS SHEET.

HT. ABOVE FINISHED GRADE: 7'

MATERIALS:

1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED

FROM 16 GAUGE STEEL.

2. PERFORATED POSTS SHALL BE GALVANIZED.

3. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM

TO ASTM A-153 OR CADMIUM PLATED TO CONFORM TO

ASTM A-165.

4. ALL CONCRETE SHALL BE CLASS 'C'.

NOTES:

1. THE 2.25"x2.25" ANCHOR POST SHALL BE PLUGGED WITH

A TEMPORARY BLANKING POST TO PREVENT CONCRETE

INGRESS UNTIL CONCRETE HAS SET.

2. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3"

GALVANIZED.

3. THE BOTTOMS OF ADA SIGNS INCLUDING ANY

ACCESSORY SIGNAGE (E.G. "VAN ACCESSIBLE" SIGN)

SHALL BE A MINIMUM OF 7' ABOVE THE SURROUNDING

GRADE.

7/16" [10mm] HOLE DIAMETER

SPACED AT 1" 0.C.

2.25"x2.25"x36"

SIGN POST ANCHOR

4"

2" X2

" S

IG

N P

O

ST

D

EP

TH

V

AR

IE

S 6"

M

IN

" 1

8" DIAMETER

ADJACENT PAVEMENT

2"x2" PERFORATED POST

GALVANIZED HARDWARE

2"x2" PERFORATED POST

2.25"x2.25"x36"

SIGN POST ANCHOR

EXPANSION MATERIAL

7ADA PARKING SIGNAGE

N.T.S.

8SQUARE SIGNAGE POST

N.T.S.

1'

TEMPORARY AGGREGATE

PAVEMENT FOR

PARKING & LAYDOWN

N.T.S.

EXISTING SUBGRADE

8" ~ AGGREGATE BASE, IDOT CA-6

EDGE OF PAVEMENT

AS SHOWN ON PLANS

EXISTING GRADE

SUBGRADE SEPARATION GEOTEXTILE

C102

.A

BAMBAM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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CONSTRUCT NEW

CAMPUS CHILLER PLANT

657A5-21-401

2401 W MAIN ST, MARION, IL 62959

MARION VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

FULLY SPRINKLERED

CONTRACT

DOCUMENTS

CONTRACT DOCUMENTS 05/07/2025

05/07/2026

'(M

IN

SECTION

PLAN

3'

FILTER FABRIC

EX. GROUND

MOUNTABLE BERM

(OPTIONAL) EX. PAVEMENT

5:1 SLOPE

POSITIVE DRAINAGE

TO SEDIMENT

TRAPPING DEVICE

COARSE

AGGREGATE

EX. GROUND WASH RACK

(OPTIONAL)

STABILIZED

CONSTRUCTION ENTRANCE

N.T.S.

A

SECTION A

PLAN

A

3' M

IN

10' MIN.

VA

R

IE

S

CONCRETE

WASHOUT

SIGN

3' 3'

2"

4"

STAPLE

STAPLE (2 PER BALE)

STRAW BALE

10 MIL PLASTIC LINING

BINDING WIRE

NATIVE MATERIAL

(OPTIONAL)

WOOD OR METAL STAKE

(2 PER BALE)

3" x 3" x 8'

WOOD POST

1/2" LAG SCREWS

48" x 24" PLYWOOD

PAINTED WHITE

6" HIGH BLACK LETTERS

1/8" DIA.

STEEL WIRE

10 MIL

PLASTIC

LINING

STAKE (TYP.)

STRAW BALE (TYP.)

4CONCRETE WASHOUT AREA

N.T.S.

TO INSPECT CATCH BASIN: REMOVE UNIT WITH GRATE

INSIDE, INSPECT BASIN AND REPLACE UNIT.

MAINTENANCE: REMOVE DRIED SEDIMENT FROM

SURFACE OF UNIT AS NEEDED WITH STIFF BROOM OR

SQUARE SHOVEL. REMOVE FINE MATERIAL FROM

INSIDE ENVELOPE AS NEEDED.

IRON GRATE

WOVEN MONOFILAMENT ENVELOPE

(30 SIEVE SIZE TO MEET

FEDERAL GUIDELINES)

LIFTING STRAPS

IRON GRATE

INLET PROTECTION

(PAVEMENT AREAS)

N.T.S.

THIS SEDIMENT FENCE IS DESIGNED FOR SITUATIONS IN WHICH ONLY

OVERLAND SHEET FLOWS ARE EXPECTED. THIS DETAIL SHALL NOT BE USED IN

AREAS OF CONCENTRATED FLOWS - SUCH AS IN SWALES OR DITCHES.

1. POSTS SHALL BE 5' LONG AND EITHER WOOD (2" X 2" HARDWOOD) OR STEEL

('U' OR 'T' SECTIONS, 1.25 LBS PER LINEAR FOOT).

POSTS SHALL BE SPACED AT ±6' (8' MAX.) O.C. & DRIVEN SECURELY INTO

THE GROUND 24" (MIN.).

2. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE & 4" DEEP

ALONG THE LINE OF POSTS & UP-SLOPE FROM THE BARRIER.

3. FILTER FABRIC SHALL BE FROM A CONTINUOUS ROLL & CUT TO THE LENGTH

OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE

NECESSARY, FABRIC SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT

POST, WITH 6" (MIN.) OVERLAP, & SECURELY SEALED. FILTER FABRIC SHALL

COMPLY WITH THE MINIMUM REQUIREMENTS SHOWN IN THE PROVIDED

TABLE.

4. IF WIRE OR POLYMERIC MESH BACKING IS USED, STAPLE THE MESH TO THE

UP-SLOPE SIDE OF THE POSTS. MESH BACKING SHALL BE EMBEDDED A 4"

(MIN.) INTO THE GROUND AND SHALL SUPPORT THE FULL HEIGHT OF THE

FILTER FABRIC ABOVE THE GROUND. THE STRENGTH OF THE WIRE OR

POLYMERIC MESH SHALL BE EQUIVALENT TO OR GREATER THAN 180 LBS.

GRAB TENSILE STRENGTH. POLYMERIC MESH MUST BE AS RESISTANT TO

THE SAME LEVEL OF ULTRAVIOLET RADIATION AS THE FILTER FABRIC IT

SUPPORTS.

5. FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE UP-SLOPE SIDE OF

THE POSTS AND EMBEDDED 4" (MIN.) INTO THE GROUND. THE TOP OF THE

FILTER FABRIC SHALL BE 16" (MIN.) TO 36" (MAX.) ABOVE GRADE. HIGHER

BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE

STRUCTURE FAILURE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING

TREES..

6. THE TRENCH SHALL BE BACKFILLED & SOIL COMPACTED OVER THE FILTER

FABRIC.

7. SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL

PURPOSE, BUT NOT BEFORE THE UP-SLOPE AREA HAS BEEN PERMANENTLY

STABILIZED.

MAINTENANCE:

INSPECT IMMEDIATELY AFTER EACH RAINFALL & AT LEAST DAILY DURING

PROLONGED RAINFALL. REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

SHOULD THE FILTER FABRIC DECOMPOSE OR BECOME INEFFECTIVE WHILE THE

BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.

SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY

MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT

OF THE BARRIER.

ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIER IS NO

LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO EXISTING GRADE,

PREPARED & SEEDED.

DESIGN CAPACITY CHART:

MAX. DRAINAGE AREA RANGE OF SLOPE

PER 100 LF OF BARRIER PER DRAINAGE AREA

0.25 AC. <50%

POSTS

1SEDIMENT FENCE

N.T.S.

STABILIZATION REQUIREMENTS

PERMANENT STABILIZATION AREA TIME FRAME FOR APPLICATION

TEMPORARY STABILIZATION AREA TIME FRAME FOR APPLICATION

TYPICAL STABILIZATION APPLICATION TIMES

STABILIZATION TYPE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

NOTICE

THE PUMPING OR DIRECT DISCHARGE OF SEDIMENT-LADEN

(MUDDY) WATER TO A SEWER SYSTEM OR A RECEIVING STREAM IS

A VIOLATION OF EPA REGULATIONS.

ALL INLETS RECEIVING FLOW FROM RUNOFF, PUMPING ACTIVITIES,

OR OTHER DIRECT DISCHARGE SHALL BE FITTED WITH AN INLET

PROTECTION DEVICE THAT IS PROPERLY SIZED AND SECURED TO

REDUCE THE DISCHARGE OF SEDIMENT INTO THE STORM SEWER

SYSTEM AND RECEIVING STREAM. INLET PROTECTION IS REQUIRED

ON ALL INLETS RECEIVING DISCHARGE REGARDLESS OF WHETHER

OR NOT THE INLET IS TRIBUTARY TO ANY DOWNSTREAM EROSION

AND SEDIMENT CONTROLS.

DISCHARGE HOSES USED DURING PUMPING ACTIVITIES SHALL BE

FITTED WITH SEDIMENT BAGS THAT ARE PROPERLY SIZED PER

MANUFACTURER'S RECOMMENDATIONS REGARDLESS OF WHAT

OTHER SEDIMENT CONTROLS ARE IN PLACE FURTHER

DOWNSTREAM. SEDIMENT BAGS MUST BE PROPERLY SECURED TO

THE DISCHARGE HOSE AND PLACED OVER VEGETATED AREAS,

WHERE FEASIBLE, DURING DISCHARGE. SEE DETAIL OF A TYPICAL

SEDIMENT BAG INSTALLATION.

SEDIMENT BAG/

DE-WATERING BAG

TIE-DOWN

STRAP

WATER PUMP

MUDDY WATER IN DRAIN OVER VEGETATED

AREA WHERE POSSIBLE

PUMP

DISCHARGE

HOSE

SUGGESTED DISCHARGE

SET-UP FOR PUMPING

MUDDY (TRENCH) WATER

N.T.S.

1. Structural practices shall be used to control erosion and trap sediment from areas remaining disturbed for more than 14 days.

2. Sediment traps and perimeter sediment barriers shall be implemented prior to grading and within seven days from the start of grubbing.

Sediment trap outlet structure(s), including risers and skimmers, and temporary diversion channels shall be installed prior to the installation of any proposed storm sewer.

3. Use of structural sediment controls in streams is prohibited.

4. Construction personnel, including subcontractors who may use or handle hazardous or toxic materials, shall be made aware of the following general guidelines regarding disposal and handling of hazardous and construction wastes:

• Prevent spills

• Use products up

• Follow label directions for disposal

• Remove lids from empty bottles and cans when disposing in trash

• Recycle wastes whenever possible

• Don't pour into waterways, storm drains or onto the ground

• Don't pour down the sink, floor drain or septic tanks

• Don't bury chemicals or containers

• Don't burn chemicals or containers

• Don't mix chemicals together

No toxic or hazardous wastes shall be disposed into storm drains, waterways, septic tanks, or by burying, burning, or mixing the wastes.

6. Containers shall be provided for the proper collection of all waste material including construction debris, trash, petroleum products and any hazardous materials used on-site.

Containers shall be covered and not leaking. All waste material shall be disposed of at facilities approved for that material.

7. All construction & demolition debris (C&DD) waste shall be disposed of in a state approved approved landfill as required by codes.

8. A Spill Prevention Control and Countermeasures (SPCC) Plan is required for sites with accumulative above ground storage of 1,320 gallons or more, or 42,000 gallons of underground storage.

Site operators shall implement controls specified in the onsite SPCC Plan to prevent, contain, remediate, and eliminate any identified spills or leaks.

9. Describe any known impounded water, groundwater, or water from tunneling operations that will be pumped during this project.

a. Provide description of control measure proposed to remove sediment from pumping operations

b. Provide numeric effluent limits issued by IL EPA associated with discharges from pumping operations, if applicable

11. Pumping: Regardless of whether discharges are received by a sediment settling pond, water pumped from excavations or other areas where water is in contact with exposed soils must be discharged into a sediment bag specifically designed for the rate of pumped flow. The bag shall be securely attached to the pump discharge line to prevent separation during pumping operations and placed above-ground to allow for visual monitoring of the bag while in use. The bag shall be located on a stable, vegetated surface, where feasible, to prevent sediment transport during discharge. Where vegetated areas are not available, discharge from the bag shall be monitored to ensure that no turbid discharges into the storm sewer or surface waters of the state are occurring. If turbid discharges are observed, additional practices must be used.

12. All contaminated soils must be treated and/or disposed in IL EPA approved solid waste management facilities or hazardous waste treatment, storage or disposal facilities.

One or more of the following practices must be used to manage stormwater runoff from contaminated soils:

(1) The use of berms, trenches, and pits to collect contaminated runoff and prevent discharges

(2) Pumping runoff into a sanitary sewer (with prior approval of the receiving sewerage operator) or into a container for transport to an appropriate treatment/disposal facility

(3) Covering areas of contamination with tarps or other methods that prevent storm water from coming into contact with the material.

Storm water runoff associated with contaminated soils are not authorized under IL EPA's General Storm Water Permit associated with Construction Activities.

13. Spill and Spill Reporting: Spills on pavement shall be absorbed with sawdust or kitty litter and disposed of with the trash at a licensed sanitary landfill. Hazardous or industrial wastes such as most solvents, gasoline, oil-based paints, and cement curing compounds require special handling. All spills which contact waters of the state must be reported to IL EPA.

Releases or spill of 25 gallons or more of petroleum must be reported to the following agencies within 30 minutes of discovery of the the release or spill:

(1) 911

(2) Illinois Emergency Management Agency (IEMA-OHS): 217-782-7860

(3) VA Facility Representative & VA Facility Police

(4) National Response Center: 800-424-8802

14. No materials containing rubber, grease, asphalt, or petroleum products, such as tires, autoparts, plastics or plastic coated wire may be burned. Open burning is not allowed on VA facility property. Open burning is permissible in a restricted area for: heating tar, welding, smudge pots and similar occupational needs, and heating for warmth or outdoor barbeques.

Outside of restricted areas, open burning is permissible for landscape or land-clearing wastes (plant material, with prior written permission from IL EPA), and agricultural wastes, excluding buildings.

15. Dust Control or dust suppressants shall be used to prevent nuisance conditions, in accordance with the manufacturer's specifications and in a manner, which prevent a discharge to waters of the state. Sufficient distance must be provided between applications and nearby bridges, catch basins, and other waterways. Application (excluding water) may not occur when rain is imminent as noted in the short term forecast. Used oil may not be applied for dust control.

16. Air pollution permits may be required for activities including, but not limited to, mobile concrete batch plants, mobile asphalt plants, concrete crushers and large generators.

17. The IL EPA Construction General Permit prohibit the discharge of wash water, leachate from onsite waste disposal systems and concrete washout activities to Municipal Stormwater Sewer Systems (MS4) or waters of the state. All process wastewaters must be collected and properly disposed at an approved disposal facility. In the event, leachate or septage is discharged; it must be isolated for collection and proper disposal and corrective actions taken to eliminate the source of waste water.

18. Inspections for all controls shall be performed, at a minimum, after any storm…