657A5-21-401 - Drawings R2_Part1 - 27 pages.pdf
PDF 15 MB Posted
- Solicitation number
- 36C25526R0129
About this file
This document is a set of Construction Documents for a federal contract to construct a new campus chiller plant at Marion VA Medical Center in Marion, Illinois (Project Number 657A5-21-401). The project involves designing and building a new chiller plant facility to replace the existing Building 49 chiller plant while maintaining continuous operation of the existing facility.
The project is organized into phased construction: Phase 1 involves constructing the new chiller plant building while the existing facility remains operational; Phase 1B covers parking site work that can occur concurrently; Phase 2 addresses demolition and decommissioning of the existing Building 49 chiller plant after the new facility is operational. The new building is 9,574 square feet (7,453 SF first story, 2,121 SF mezzanine), classified as Type II (000) construction with Industrial occupancy, fully sprinklered, designed for Seismic Design Category D and Critical Risk Category IV per VA standards. Construction documents include structural design (drilled pier foundations, reinforced concrete grade beams, steel framing for roof and mezzanine levels), architectural plans with blast-resistant exterior envelope per Physical Security and Resiliency Design Manual standards, civil site details including utilities, grading, erosion control, and mechanical/HVAC systems. The design accommodates future chiller plant operations with provisions for equipment pads, utility connections (12-inch chilled water lines, sanitary sewer, water service), and accessibility requirements. All work must comply with 2024 International Building Code, NFPA 101 Life Safety Code, VA design standards, and federal accessibility requirements.
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Text version
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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.
Au to de sk
D oc s:
//M ar io n
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A M
GI000
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
AX
RE
FL
EC
TE
D
SU
RF
AC
E
" 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
NT
ER
LIN
E
OF
DI
SP
EN
SE
R
UN
IT
FR
ON
T
OF
T
OI
LE
T
" M
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
IN
S
TA
FF
O
NL
Y
AR
EA
6'- 0"
M
IN
P
AT
IE
NT
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.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
C
H (2
6)
.rv t
5/ 6/
:0
2:
A M
GI001
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
AX
" M
IN
" P
RE
FE
RR
ED
H
EI
GH
T
1/
2" M
AX
PAPER TOWEL
DISPENSER WALL MTD
COAT HOOK SOAP DISPENSER
SURFACE
" M
AX
" M
IN
" P
RE
FE
RR
ED
H
EI
GH
T
" M
AX
MIRROR
IF USED: ONE PER
ROOM REQUIRED
TO BE ACCESSIBLE
" P
RE
FE
RR
ED
S
TA
ND
AR
D
HE
IG
HT
5'- 1 1
/2"
PR
EF
ER
RE
D
HE
IG
HT
" O
VE
R
LA
VA
TO
RY
PR
EF
ER
RE
D
HE
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HT
" O
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LA
VA
TO
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PR
EF
ER
RE
D
HE
IG
HT
" O
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LA
VA
TO
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PR
EF
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RE
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HE
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HT
" W
IT
H
CL
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AP
PR
OA
CH
PR
EF
ER
RE
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HE
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SANITARY NAPKIN
DISPOSAL
PR
EF
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RE
D
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HT
" M
AX
" M
IN
A.
B.
C.
D.
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N.
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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.
Au to de sk
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GI002
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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GI003
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.
Au to de sk
D oc s:
//M ar io n
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GI004
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
P:
\O
H\
\08
A0 \X re f\0
9A
0 - C
IV
IL
BA
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.dw g
5/8 /20
9:
A
M
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
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
P:
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9:
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M
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
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
P:
\O
H\
\08
A0 \X re f\0
9A
0 - C
IV
IL
BA
SE
.dw g
5/8 /20
9:
A
M
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…
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