S02 - Drawings 676-22-108.pdf
PDF 19 MB Posted
- Attached to
- Z1DA--676-22-108 Connect Generator to EP B406
- Solicitation number
- 36C25226B0017
About this file
This is a 100% Bid Document set of construction drawings for a federal project titled "Connect B406 AHU-5 to Emergency Power" at the Veterans Affairs Medical Center in Tomah, Wisconsin. The project is identified as Project No. 676-22-108 and is issued by the Office of Facilities Management as of November 20, 2025.
The construction package includes comprehensive architectural, civil, mechanical, and electrical drawings depicting the connection of Building 406's Air Handling Unit 5 (AHU-5) to emergency power systems. Key deliverables include site and work area plans showing demolition and new work phases; utility tunnel and crawlspace plans with photographic documentation of existing conditions; detailed floor plans for Buildings B406 and B446 with infection control assessments and hazardous materials documentation; mechanical specifications including motor starter schedules and HVAC system details; and electrical schematics with one-line diagrams, equipment connection schedules, and installation details for conduit, ductwork, and hanger systems. The drawings incorporate phasing plans to coordinate construction activities, general notes addressing work sequencing and safety requirements, and keyed notes identifying specific construction locations and procedures. The design team includes Penn Construction Group as project leader with consultants providing mechanical, plumbing, and electrical expertise. The fully sprinklered facility requires compliance with infection control protocols and hazardous materials handling procedures as outlined in the accompanying plans.
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PROJECT NO.: 676-22-108
PROJECT TEAM
PROJECT LEADER / ARCHITECT
PENN CONSTRUCTION GROUP
VETERANS AFFAIRS MEDICAL CENTER
500 E VETERANS ST
TOMAH, WI 54660
CAMPUS MAP SHEET INDEX
IN THE CASE OF CONFLICTS OR DISCREPANCIES
WITHIN OR AMONG THE CONTRACT DRAWINGS, THE
BETTER QUALITY, MORE STRINGENT REQUIREMENTS
OR GREATER QUANTITY OF WORK, AS DETERMINED
BY THE GOVERNMENT, SHALL BE PROVIDED.
MECHANICAL
PENN CONSTRUCTION GROUP
PLUMBING
CONNECT B406 AHU'S TO EMERGENCY POWER
SHEET NUMBER SHEET NAME
PENN CONSTRUCTION GROUP
GENERAL INFORMATION
GI001 TITLE SHEET
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER:
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-108 Office of Facilities
Management
100% BD DOCUMENT
November 20, 2025
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
Connect B406 AHU-5 to Emergency Power
1021 N. Superior, Unit 11 Tomah, Wisconsin 54660
GI001
KAB
TITLE SHEET
HFB
1021 N. Superior Unit 11 Tomah, Wisconsin 54660
ISSUED FOR
35% SD
9/02/2025
ISSUED FOR
65% DD
10/31/2025
ISSUED FOR
95% CD
11/14/2025
ISSUED FOR
BID
11/20/2025
1021 N. Superior Unit 11 Tomah, Wisconsin 54660
1021 N. Superior Unit 11 Tomah, Wisconsin 54660
ELECTRICAL
PENN CONSTRUCTION GROUP
1021 N. Superior Unit 11 Tomah, Wisconsin 54660
NORTH
SITE PLAN
PROJECT
LOCATIONS
ARCHITECTURAL
A001 LEGENDS, ABBREVIATIONS, AND NOTES
A101
X
B446/B406 PARTIAL FIRST FLOOR PLANS - NEW WORK
CIVIL
CD101
DETAILS
C001 LEGEND AND GENERAL NOTES
C501
PARTIAL SITE AND WORK AREA SITE PLANS - DEMOLITION
ELECTRICAL
E001 SYMBOLS AND ABBREVIATIONS
ED101 B406 UTILITY TUNNEL/UNDERGROUND PLAN - DEMOLITION
ED102 B406 PARTIAL CRAWLSPACE PLAN - DEMOLITION
EP101
EP102
X X X
X X
XE501 DETAILS & DIAGRAMS
ED601 ONE-LINE DIAGRAM - DEMOLITION
MECHANICAL
M001 LEGENDS, ABBREVIATIONS, AND NOTES
MH101 B446 FIRST FLOOR PLAN AND SCHEDULE - NEW WORK
DETAILS & DIAGRAMSM501
E601 ONE-LINE DIAGRAM - NEW WORK
GC101 LIFE SAFETY PLAN X
GC102 INFECTION CONTROL PLANS X
GC103 PHASING PLAN X
X X
X
X X
X X X
X
RE-ISSUED FOR
35% SD
9/22/2025
E602 ELECTRICAL SCHEDULES
X *
X *
X X X
X X
X
X X
X X X
* INDICATES DRAWING UPDATED OCTOBER 15, 2025
X * X *
X * X *
X * X *X *
X X X
X X
X
X X
X X X
X
ED103 B446/B406 PARTIAL FIRST FLOOR PLAN - DEMOLITION
X X X X
X X
X X
X X * X
XB446 FIRST FLOOR AND SECTIONS - NEW WORKEP103
C101 PARTIAL SITE AND WORK AREA SITE PLANS - NEW WORK X
B406 UTILITY TUNNEL/UNDERGROUND PLAN - NEW WORK
B406 PARTIAL CRAWLSPACE PLAN - NEW WORK
X X
X X
X X X
X
X X
X X X
X
X X X
X X
X X X
X
X
E401 SECTIONS X
X X
X X
X X X
X
X X
X X X
X
X X X
X X
X X X
X
X
X
HAZARDOUS
HA101 HAZARDOUS MATERIALS OVER-ALL FLOOR PLAN X
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VA FORM 08-6231, OCT 1978
1 1 1
X X
X X
X X
X X X X X
XXXXXXXX
X X
X
X X X
X
XXXXXXX
XXXXXXX
X
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER:
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-108 Office of Facilities
Management
100% BD DOCUMENT
November 20, 2025
KEY PLAN
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
Connect B406 AHU-5 to Emergency Power
1021 N. Superior, Unit 11 Tomah, Wisconsin 54660
446/406
NORTH
GC101
KB
GENERAL
LIFE SAFETY PLAN
HFB
1 1/4"= 1'-0"
FIRST FLOOR PLAN
NORTH
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GENERAL NOTES
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1. REFER TO GC SHEETS FOR IC/PHASING PLANS. REFER TO GC SHEETS FOR IC/PHASING PLANS. ALL WORK TO BE DONE IN ACCORDANCE WITH THE PHASES IDENTIFIED. 2. GENERAL CONTRACTOR SHALL REVIEW MECHANICAL, GENERAL CONTRACTOR SHALL REVIEW MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION PLANS FOR ADDITIONAL CONSTRUCTION WORK. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL CONSTRUCTION WORK. 4. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH VA COR ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK. 5. PATCH ALL SURFACES DISTURBED BY DEMOLITION PATCH ALL SURFACES DISTURBED BY DEMOLITION TO CREATE A SMOOTH AND CONSISTENT FINISH WITH ADJACENT MATERIALS. TYPICAL AT FLOORS, WALLS, AND CEILINGS. 6. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). 7. INTERIOR PARTITIONS SHALL BE TYPE "A5" UNLESS INTERIOR PARTITIONS SHALL BE TYPE "A5" UNLESS NOTED OTHERWISE. SEE PARTITION TYPES ON SHEET A001. 8. PROVIDE IN-WALL BLOCKING FOR WALL HUNG PROVIDE IN-WALL BLOCKING FOR WALL HUNG EQUIPMENT, ACCESSORIES, CASEWORK, AND TRIM.
AutoCAD SHX Text APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE - GROUP F2 LOW HAZARD FACTORY INDUSTRIAL 2018 EXISTING INTERNATIONAL BUILDING CODE - LEVEL 2 RENOVATION 2018 NFPA 101 LIFE SAFETY CODE - CHAPTER 40 INDUSTRIAL CONSTRUCTION TYPE: NFPA 220 TYPE II (0,0,0), IBC TYPE IIB UNPROTECTED STEEL FRAME WITH MASONRY EXTERIOR CLADDING NON-SPRINKLERED MEANS OF EGRESS DIRECT EGRESS TO BUILDING EXTERIOR MAXIMUM TRAVEL DISTANCE OF 200'-0" TO AN EXIT SECOND EXIT WITHIN 1/2 OF DIAGONAL DISTANCE OF FLOOR PLAN 50'-0" MAXIUMUM COMMON PATH OF TRAVEL MINIMUM 36" WIDE EXIT DOOR OCCUPANT LOAD: 5,280 GSF AT 300 GSF PER PERSON = 17 PEOPLE MAX ACTUAL OCCUPANT LOAD IS LESS THAN 5 PEOPLE AREAS: GENERATOR ROOM 187 SF 187 SF ELECTRICAL ROOM 130 SF 130 SF EGRESS WIDTH: REQUIRED: @ 0.20 PER OCCUPANT = 3.4" @ 0.20 PER OCCUPANT = 3.4" @ 34" MIN. PER DOOR = 68" MIN. PROVIDED: 135" 135"
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BASIC BUILDING INFORMATION
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LEGEND
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2 HOUR FIRE RATED WALL EXIT TRAVEL DISTANCE COMMON PATH OF TRAVEL EXIT
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FIRE AND SAFETY NOTES
AutoCAD SHX Text 1..
AutoCAD SHX Text MAINTAINING THE INTEGRITY OF THE FIRE AND SAFETY SYSTEMS IN PLACE IN THE MEDICAL CENTER AND ALL OF ITS OUT BUILDINGS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
AutoCAD SHX Text 2.
AutoCAD SHX Text IN ADDITION TO ALL VA MEDICAL CENTER POLICIES & REGULATIONS, ALL FEDERAL GOVERNMENT, STATE, AND LOCAL CODES AND ORDINANCES SHALL APPLY TO ALL OF THEIR CONTRACTORS AND SUB-CONTRACTORS.
AutoCAD SHX Text 3.
AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL PERTINENT OSHA SAFETY REQUIREMENTS.
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EXIT TRAVEL DISTANCE = 18'-0"
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AutoCAD SHX Text 1615A
AutoCAD SHX Text 1615C
AutoCAD SHX Text 6C13
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AutoCAD SHX Text 406E8
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TRAMWAY
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EXIT TRAVEL DISTANCE = 16'-6"
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EXIT TRAVEL DISTANCE = 24'-2"
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VA FORM 08-6231, OCT 1978
AutoCAD SHX Text B446
AutoCAD SHX Text B406
B425
1 1 1
X X
X X
X
MD-480-CR
ATS-480-EQ
LS-1-1
ATS-
208-
CR
ATS-
208-
LS
MD-
208-
CR
MD-
480-
EQ
MD-208-LS
ECB-208-CR
ECB-208-EQ
ECB-208-LS
B406-MDP
-480
B406-MDP
-208
INFECTION CONTROL GENERAL NOTES:INFECTION CONTROL RISK ASSESSMENT:
X
XXXXXXX
XXXXXXX
ACCH-1
AT-2G
PULLBOX
E-1-G
T-208-B406
PULLBOX TERM
CAB
1200A
ECB
480V B401
ECB
480V B406
CR
ECB
480V
TR
ECB
208V B406
GENERATOR
CP-1-G
ECB
480V B406
EQ
B446
ELECTRICAL
ROOM
B446
GENERATOR
ROOM
X
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER:
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-108 Office of Facilities
Management
100% BD DOCUMENT
November 20, 2025
KEY PLAN
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
Connect B406 AHU-5 to Emergency Power
1021 N. Superior, Unit 11 Tomah, Wisconsin 54660
446/406
NORTH
GC102
KB
GENERAL
INFECTION CONTROL PLANS
HFB
1 1/4"= 1'-0"
B446 FLOOR PLAN
NORTH
1 1/4"= 1'-0"
B406 PART FIRST FLOOR PLAN
NORTH
AutoCAD SHX Text
ACCH-1
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LEGEND
AutoCAD SHX Text 406E8
AutoCAD SHX Text 406E8A
AutoCAD SHX Text 6C12
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1. SEE SPECIFICATION SECTION 013526 FOR INFECTION CONTROL DESIGN SEE SPECIFICATION SECTION 013526 FOR INFECTION CONTROL DESIGN REQUIREMENTS. 2. CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL CONTRACT CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL CONTRACT WORKERS ON SITE HAVE BEEN SCREENED FOR TUBERCULOSIS WITHIN 90 DAYS PRIOR TO ASSIGNMENT TO THE WORKSITE AND HAVE BEEN FOUND TO HAVE NEGATIVE SCREENING REACTIONS. 3. THE INTENT OF INFECTION CONTROL (IC) ISOLATION IS TO PROTECT PATIENTS THE INTENT OF INFECTION CONTROL (IC) ISOLATION IS TO PROTECT PATIENTS IN THE HOSPITAL WHO HAVE LOW IMMUNE LEVELS. THEREFORE, CONSTRUCTION OPERATIONS NEED TO BE DIRECTED TO CONTAIN DUST AND PARTICULATE MATTER TO THE CONSTRUCTION AREA. 4. PROVIDE TRIATEK ISOLATION MONITORS DURING CLASS III OR CLASS IV PROVIDE TRIATEK ISOLATION MONITORS DURING CLASS III OR CLASS IV CONSTRUCTION OPERATIONS. EACH AREA TO BE UNDER NEGATIVE PRESSURE (0.02"WC) DURING THESE OPERATIONS. MONITOR TO MEASURE PRESSURE DIFFERENTIAL BETWEEN CONSTRUCTION AREA AND ADJACENT CORRIDOR OR ROOM AS DIRECTED BY VA COR 5. DURING CONSTRUCTION OPERATIONS IN EACH ENCLOSED AREA USE TRIATEK DURING CONSTRUCTION OPERATIONS IN EACH ENCLOSED AREA USE TRIATEK ISOLATION MONITORS, MINIMUM (1) ONE IN AREAS LESS THAN 1000 SF, (2) TWO MINIMUM IN AREAS BETWEEN 1000 SF AND 5000 SF, AND (3) THREE FOR AREAS BETWEEN 5000 SF AND 10000 SF. CONTRACTOR SHALL PROVIDE EXISTING POWER CONNECTIONS FOR TRIATEK ISOLATION MONITORS OR PROVIDE TEMPORARY POWER TO TRIATEK ISOLATION MONITORS DURING CONSTRUCTION. 6. PROVIDE BALANCING DAMPER IN THE BRANCH SUPPLY & EXHAUST DUCT PROVIDE BALANCING DAMPER IN THE BRANCH SUPPLY & EXHAUST DUCT WORK SERVING THE AFFECTED AREA. TEMPORARILY BALANCE AIR FLOW TO PROVIDE NEGATIVE AIR FLOW IN CONSTRUCTION ZONE AT ALL TIMES AS INDICATED IN NOTE BELOW. DAMPERS TO REMAIN IN DUCT AFTER CONSTRUCTION IS COMPLETE AND IS TO BE SECURED IN FINAL BALANCING POSITION PRIOR TO TURNING SYSTEM OVER FOR OCCUPANCY. 7. THE CONTRACTOR SHALL PROVIDE ENOUGH NEGATIVE AIR MACHINES TO THE CONTRACTOR SHALL PROVIDE ENOUGH NEGATIVE AIR MACHINES TO COMPLETELY EXCHANGE THE REGULATED AREA AIR VOLUME (4) FOUR ACTUAL TIMES PER HOUR. THE COMPETENT PERSON SHALL DETERMINE THE NUMBER OF UNITS NEEDED FOR EACH REGULATED AREA BY DIVIDING THE CUBIC FEET IN THE REGULATED AREA BY (15) FIFTEEN AND THEN DIVIDING THAT RESULT BY THE ACTUAL CUBIC FEET PER MINUTE (CFM) FOR EACH UNIT TO DETERMINE THE NUMBER OF UNITS NEEDED TO EFFECT (4) FOUR AIR CHANGES PER HOUR. PROVIDE A STANDBY UNIT IN THE EVENT OF MACHINE FAILURE AND/OR EMERGENCY IN AN ADJACENT AREA. 8. AS CONSTRUCTION PROGRESSES FROM TYPE D TO TYPE C (SEE AS CONSTRUCTION PROGRESSES FROM TYPE D TO TYPE C (SEE SPECIFICATION SECTION 013526 "SAFETY REQUIREMENTS") AND THEREON, REQUEST A NEW "INFECTION CONTROL CONSTRUCTION PERMIT" FROM THE VA INFECTION CONTROL NURSE. UPON AUTHORIZATION, PROCEED TO NEXT TYPE OF CONSTRUCTION. PROVIDE AT LEAST 10 DAYS NOTICE FOR EACH PERMIT. 9. CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION BARRIER FROM FLOOR CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION BARRIER FROM FLOOR TO DECK/FLOOR ABOVE. SEE DETAILS THIS SHEET & SPECIFICATION SECTION 013526. EXCEPTION: IF BARRIER IS ADJACENT TO A SMOKE, FIRE, OR EXISTING WALL CONSTRUCTION WHICH WILL NOT BE DEMOLISHED AND TERMINATES TO FLOOR OR DECK ABOVE, THEN CONSTRUCT IC BARRIER FROM FLOOR TO ABOVE CORRIDOR CEILING WITH 6 MIL POLY BEING SEALED ON ALL EDGES: FLOOR, TOP OF WALL, SIDES, AND ALL PENETRATIONS. 10. GENERAL CONTRACTOR SHALL PROVIDE NEW CONSTRUCTION ACCESS DOORS GENERAL CONTRACTOR SHALL PROVIDE NEW CONSTRUCTION ACCESS DOORS AND KEYPAD LOCKS AT ALL BARRIERS. MAINTAIN ALL INFECTION CONTROL STANDARDS. CONTROL BARRIERS ARE TO BE INSTALLED AND REMOVED ONLY BEFORE 7:00 A.M. AND AFTER 8:00 P.M. IN OCCUPIED AREAS. 12. EGRESS IS TO BE MAINTAINED TO THE STAIRWELLS AT ALL TIMES. 13. PRIOR TO ANY REMOVAL OF SMOKE BARRIER FIRE RATED WALLS, CONSTRUCT NEW SMOKE BARRIER/APPROPRIATE FIRE RATED WALLS PER NEW PLANS OR CONSTRUCT INFECTION CONTROL BARRIER TO ACT AS SMOKE BARRIER.
AutoCAD SHX Text INFECTION CONTROL BARRIER PER CLASS REQUIREMENTS. SEE INFECTION CONTROL DESIGN NOTES THIS SHEET.
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VA FORM 08-6231, OCT 1978
AutoCAD SHX Text B446
AutoCAD SHX Text B406
2 2 2 2
1 1 1
X X
X X
X X
X X X X X X X X
X X
X X
X X
X X
X X
X X
X
XXXXXXXX
X X
X
X X X
X
XXXXXXX
XXXXXXX
EX XFMR
EX XFMR
EX XFMR
ACCH-1
AT-2G
PULLBOX
E-1-G
T-208-B406
PULLBOX TERM
CAB
1200A
ECB
480V B401
ECB
480V B406
CR
ECB
480V
TR
ECB
208V B406
MD-480-CR
ATS-480-EQ
LS-1-1
ATS-
208-
CR
ATS-
208-
LS
MD-
208-
CR
MD-
480-
EQ
MD-208-LS
ECB-208-CR
ECB-208-EQ
ECB-208-LS
B406-MDP
-480
B406-MDP
-208
GENERATOR
CP-1-G
ECB
480V B406
EQ
B446
ELECTRICAL
ROOM
B446
GENERATOR
ROOM
X
U N
K
UNK
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER:
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-108 Office of Facilities
Management
100% BD DOCUMENT
November 20, 2025
KEY PLAN
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
Connect B406 AHU-5 to Emergency Power
1021 N. Superior, Unit 11 Tomah, Wisconsin 54660
446/406
NORTH
GC103
SJS
GENERAL
PHASING PLAN
HFB
1 1/4"= 1'-0"
FIRST FLOOR PLAN
NORTH
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AutoCAD SHX Text 6C13
AutoCAD SHX Text 1617A
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AutoCAD SHX Text S24
AutoCAD SHX Text 406E8
AutoCAD SHX Text 406E8A
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AutoCAD SHX Text 6C12
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TRAMWAY
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PHASING PLAN NOTES:
AutoCAD SHX Text PHASE 1: INSTALL THE TEMPORARY FENCING AND GATES. INSTALL THE ENTRANCE TRACK PAD AND DOORS. INSTALL THE EROSION CONTROL FENCING. PHASE 2: ALL COMPONENTS OF THE SWITCHGEAR/TRANSFER SWITCH, CONDUITS, SUPPORTS, CORING, PATCHING, AND SEALING, MUST BE ONSITE BEFORE ANY WORK BEGINS. POTHOLE/DAYLIGHT TO CONFIRM LOCATION OF ANY UNDERGROUND PIPES, CONDUITS OR OTHER LOCATED UTILITY IN THE PATH OF THE NEW DUCTBANK. AFTER CONFIRMATION OF THE UNDERGOUND UTILITY PATH EXCAVATION FOR THE NEW DUCTBANK MAY BEGIN. TRENCH AND PROVIDE THE INSTALL AS DETAILED ON C501 AND APPROVED THROUGH SUBMITTALS. PHASE 3: B406 - ROUTE NEW CONDUITS AND CONDUCTORS INTO AND OUT OF THE EXISTING PANEL AS NOTED ON THE PLANS. - ROUTE NEW CONDUITS AND CONDUCTORS INTO AND OUT OF THE EXISTING PANEL AS NOTED ON THE PLANS. CRAWL SPACE AND B406 UTILITY TUNNEL - ROUTE CONDUITS AND CONDUCTORS AS NOTED ON PLANS. NEW CONDUITS AND CONDUCTORS SHALL BE ROUTED COMPLETE, ADJACENT - ROUTE CONDUITS AND CONDUCTORS AS NOTED ON PLANS. NEW CONDUITS AND CONDUCTORS SHALL BE ROUTED COMPLETE, ADJACENT TO THE EXISTING CONDUIT WHICH REMAINS UNTIL THE NEW IS COMPLETELY INSTALLED AND CONNECTED, AND FULLY FUNCTIONAL. B446 - INSTALL ALL COMPONENTS OF THE SWITCHGEAR/TRANSFER SWITCH, CONDUITS, SUPPORTS, CORING, PATCHING, AND SEALING, BEFORE DEMOLITION MAY BEGIN. - INSTALL ALL COMPONENTS OF THE SWITCHGEAR/TRANSFER SWITCH, CONDUITS, SUPPORTS, CORING, PATCHING, AND SEALING, BEFORE DEMOLITION MAY BEGIN. PHASE 4: B446 - ROUTE CONDUITS AND CONDUCTORS TO THE EXISTING CHILLER. ONCE READY THE CONTRACTOR AND THEIR SUB-CONTRACTORS HAVE 4 HOURS TO DISCONNECT AND PROVIDE THE NEW CONNECTION TO THE EXISTING CHILLER. PHASE 5: REMOVE/DEMOLISH CONDUITS, SUPPORTS, CONDUCTORS AND ASSOCIATED DEVICES AS NOTED ON DEMOLITION PLANS. GRADE, SEED, AND RESTORE SITE. REMOVE CONSTRUCTION FENCE AND EROSION CONTROL. NOTE: SEE CIVIL AND ELECTRICAL DRAWINGS FOR ADDITIONAL SITE INFORMATION
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GRASS AREA
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ECB-EQ2
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ATS-EQ2
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GRASS AREA
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GRASS AREA
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GRASS AREA
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GRASS AREA
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AutoCAD SHX Text NOTE: ALL KNOWN UNDERGROUND FEATURES AND UTILITIES ARE SHOWN ON THIS PHASING PLAN. SEE THE CIVIL DRAWINGS FOR DESCRIPTIONS AND ADDITIONAL INFORMATION ON ALL UNDERGROUND REQUIREMENTS AND WORK.
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VA FORM 08-6231, OCT 1978
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AutoCAD SHX Text B406
C001
JMD
CIVIL
LEGEND AND GENERAL NOTES
HFB
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER:
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-108 Office of Facilities
Management
100% BD DOCUMENT
November 20, 2025
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
Connect B406 AHU-5 to Emergency Power
1021 N. Superior, Unit 11 Tomah, Wisconsin 54660
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CONCRETE WALK
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GRAVEL SHOULDER
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NEW AC PAVEMENT
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EXISTING AC PAVEMENT
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EXISTING STRUCTURE
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CONTOUR LINE
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SPOT ELEVATION
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EXISTING ROADS TO REMAIN
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FINISH GRADE
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OF INTERSECTION) AND
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VPI (VERTICAL POINT
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PI (POINT OF INTERSECTION)
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EXISTING GRADE
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DRAINAGE DITCH
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TEST PIT
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RADIAL POINT
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PIEZOMETER
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TP1
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SB1
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PZ1I
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TELEPHONE POLE
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NEW UTILITY OR
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TELEPHONE POLE
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EXISTING UTILITY OR
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BORING LOCATION AND NUMBER
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MANHOLE
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SW
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AREA-LIGHTING BASE
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SURFACE ELEVATION
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POINT OF INTERSECTION
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SURVEY BASE LINE MONUMENT
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ELECTRICAL HANDHOLE
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ELECTRICAL MANHOLE
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CATCH BASIN, STORMWATER INLET
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PLANT STRUCTURE
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NEW STRUCTURE-THIS CONTRACT
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REMODELED EXISTING
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PLAN HOLDING AREA LIMITS
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STAGING, STOCKPILE, AND
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CENTERLINE, BUILDING, ROAD, ETC.
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DRAWING MATCH LINE
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DRAINAGE WAY OR DITCH
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OR
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OR
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CB
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%%ULEGEND
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ROAD
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PROPERTY LINE
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LIGHT STANDARD
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RAILROAD TRACKS
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DI (DROP INLET)
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FENCE
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SURVEY REFERENCE LINE
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CENTER LINE, BUILDING, ROAD, ETC.
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EASEMENTS LINE
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RIGHT-OF-WAY LINE
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STRUCTURE NUMBER
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EXISTING TREES TO REMAIN
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PROPOSED STRUCTURE
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TYPES ABOVE)
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UNDERGROUND TELEPHONE LINE
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RELOCATED OVERHEAD POWER LINE
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POWER POLE WITH GUY SUPPORT
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GATE (SHOWN WITH FENCE
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NO.3
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ON THIS SHEET AND NOT ON THE PLANS.
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THIS IS A STANDARD LEGEND SHEET. THEREFORE
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SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR
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NATURAL GAS LINE
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WATER LINE
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STORM SEWER LINE
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SANITARY SEWER LINE
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UNDERGROUND ELECTRIC
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COMMUNICATIONS LINE
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TELEPHONE LINE
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FIBER OPTIC LINE
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DRAIN TILE
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ST
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ST
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CONNECT TO EXISTING
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CONCRETE WALK
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TREES
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EXISTING TO BE DEMOLISHED
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CURB AND GUTTER
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SITE FENCE
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CONSTRUCTION FENCE
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CONSTRUCTION LIMITS
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PROJECT BUILDING IDENTIFICATION
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BOLLARD
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TREE PROTECTION FENCE
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FLOW ARROW
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INLET PROTECTION
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WASH OUT AREA
AutoCAD SHX Text CONSTRUCTION ENTRANCE AND CONSTRUCTION PAD PROTECTION, SIMILAR TO PRESTO GEOSYSTEMS GEOTERRA GTO OR EQUAL. HIGH DENSITY POLYETHYLENE INTERLOCKING MATS FOR EXISTING SURFACE PROTECTION, APPROXIMATELY 17.5" x 36.5" x 2" THICK INDIVIDUAL MATS CAPABLE OF BOLTING TO EACH OTHER TO FORM A CONTINUOUS PAD.
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SILT FENCE
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LANDSCAPING PLANT(ER) AREA
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TRAFFIC SIGN/CONTROL POLE
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1. CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND FEDERAL OCCUPATIONAL SAFETY AND HEALTH CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND FEDERAL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. A MINIMUM OF 10-HOUR OSHA TRAINING IS REQUIRED FOR ALL CONTRACT WORKERS ON SITE. TRAINING MUST BE CURRENT WITHIN THE LAST TWO YEARS. 2. CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL CONTRACT WORKERS ON SITE HAVE CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL CONTRACT WORKERS ON SITE HAVE BEEN SCREENED FOR TUBERCULOSIS WITHIN 90 DAYS PRIOR TO ASSIGNMENT TO THE WORK SITE AND HAVE BEEN FOUND TO HAVE NEGATIVE SCREENING REACTIONS. 3. ALL HOT WORK PERMITS MUST BE OBTAINED FROM THE VA FIRE DEPARTMENT. PERMIT IS VALID ALL HOT WORK PERMITS MUST BE OBTAINED FROM THE VA FIRE DEPARTMENT. PERMIT IS VALID FOR ONE WEEK. 4. ALL DISTURBED GRASS SHALL BE RE-SODDED AT END OF THE CONSTRUCTION. ALL DAMAGED ALL DISTURBED GRASS SHALL BE RE-SODDED AT END OF THE CONSTRUCTION. ALL DAMAGED LAWN WILL BE OVERCUT BY 6" OR MORE TO ACCOMMODATE FULL WIDTH ROLLS OF SOD. CONTRACTOR SHALL PROVIDE 3" BROWN SIFTED TOPSOIL. TOPSOIL TO BE TILLED AND GRADED TO A SMOOTH MATCHING GRADE OF UNDAMAGED LAWN. SLOPE NEW GRADE AWAY FROM BUILDING 1A. SOD TO BE THOROUGHLY SATURATED WITH WATER UPON PLACEMENT. THE CONTRACTOR IS RESPONSIBLE FOR WATERING NEW SOD UNTIL PROJECT ACCEPTANCE BY THE COR. 5. CONSTRUCTION STAGING (LIMITS OF CONSTRUCTION) AREA SHALL BE COMPLETELY FENCED IN AND CONSTRUCTION STAGING (LIMITS OF CONSTRUCTION) AREA SHALL BE COMPLETELY FENCED IN AND LOCKED DURING OFF HOURS. ADDITIONAL SPACE IF REQUIRED SHALL BE COORDINATED WITH THE VA CONSTRUCTION MANAGER. 6. THE CONTRACTOR SHALL PROVIDE PORTABLE RESTROOM FACILITIES FOR ALL CONTRACTOR AND THE CONTRACTOR SHALL PROVIDE PORTABLE RESTROOM FACILITIES FOR ALL CONTRACTOR AND SUB-CONTRACTORS USE THROUGHOUT THE DURATION OF THE PROJECT. FACILITY RESTROOM USE IS NOT ALLOWED BY ANY CONSTRUCTION PERSONNEL. 7. ALL CONSTRUCTION AREAS SHALL BE CLEANED DAILY. ALL CONSTRUCTION AREAS SHALL BE CLEANED DAILY. 8. ALL CONTRACTOR AND SUB-CONTRACTOR VEHICLES SHALL PARK IN THE DESIGNATED AREA. ALL CONTRACTOR AND SUB-CONTRACTOR VEHICLES SHALL PARK IN THE DESIGNATED AREA. 9. ONE CONSTRUCTION TRAILER MAY BE PARKED IN THE DESIGNATED AREA PROVIDED BY THE VA. ONE CONSTRUCTION TRAILER MAY BE PARKED IN THE DESIGNATED AREA PROVIDED BY THE VA. ELECTRICAL HOOK UP SHALL BE THE CONTRACTORS RESPONSIBILITY AND COORDINATED WITH THE VA CONSTRUCTION MANAGER. EACH CONNECTION SHALL BE METERED INDIVIDUALLY. 10. NO SANITARY OR WATER CONNECTIONS ALLOWED. NO SANITARY OR WATER CONNECTIONS ALLOWED. 11. CONTRACTOR SHALL REPAIR ALL ROADWAY DAMAGED FROM CONSTRUCTION TO MATCH EXISTING CONTRACTOR SHALL REPAIR ALL ROADWAY DAMAGED FROM CONSTRUCTION TO MATCH EXISTING CONDITIONS. RECORD EXISTING CONDITIONS BY DATED PHOTOGRAPH OF SITE. 12. CONTRACTOR TO ENSURE ALL FIRE HYDRANTS AROUND BUILDING ARE NOT BLOCKED OFF OR CONTRACTOR TO ENSURE ALL FIRE HYDRANTS AROUND BUILDING ARE NOT BLOCKED OFF OR UNUSABLE. 13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE VA AND A/E IMMEDIATELY. 14. THE UNDERGROUND UTILITY INFORMATION AS SHOWN HEREON IS BASED, UPON INFORMATION THE UNDERGROUND UTILITY INFORMATION AS SHOWN HEREON IS BASED, UPON INFORMATION COLLECTED ON OCTOBER 31, 2025. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED OR CERTIFIED. GC TO PROVIDE VERIFICATION UTILITY LOCATING PRIOR TO ANY EARTH WORK.
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UNK
CD101
JMD
CIVIL
PARTIAL SITE AND WORK AREA
SITE PLANS - DEMOLITION
HFB
1 NTS
PARTIAL SITE PLAN
NORTH
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER:
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-108 Office of Facilities
Management
100% BD DOCUMENT
November 20, 2025
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
Connect B406 AHU-5 to Emergency Power
1021 N. Superior, Unit 11 Tomah, Wisconsin 54660
2 1/8"= 1'-0"
WORK AREA SITE PLAN
NORTH
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GRASS AREA
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EXISTING TRANSFORMER
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EXISTING TRANSFORMER
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EXISTING TRANSFORMER
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B406 TRAMWAY CONNECTOR 1-STORY BRICK
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B446 SWITCHGEAR AND GENERATOR BUILDING
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EXISTING AIR COOLED CHILLER
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EXISTING CHILLED WATER BUFFER TANK AND PAD
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EXISTING CHAIN LINK FENCE ENCLOSURE FOR EXISTING AT GRADE CHILLER
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B401 TO B407 TRAMWAY, EXISTING FLOOR ELEV 953.3
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BURIED FUEL TANK
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EXISTING 2" BURIED FUEL VENT PIPE
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EXISTING 2" BURIED FUEL VENT PIPE
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EXISTING BURIED ELECTRICAL CONDUITS TO B401
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EXISTING BURIED ELECTRICAL CONDUITS TO B401
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EXISTING BURIED ELECTRICAL CONDUIT(S)
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EXISTING BURIED ELECTRICAL CONDUIT(S)
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EXISTING BURIED ELECTRICAL CONDUIT(S)
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EXISTING BURIED ELECTRICAL CONDUIT(S)
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EXISTING BURIED ELECTRICAL CONDUIT(S)
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EXISTING BURIED 12" STORM PIPE
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EXISTING BURIED SANITARY PIPE
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EXISTING BURIED WATER PIPE
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EXISTING BURIED WATER PIPE
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EXIST COMM MANHOLE RIM=951.94
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EXIST STEPS INTO B406 SWITCHGEAR ELEC ROOM
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EXISTING FLOOR ELEV 953.4
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GRASS AREA
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GRASS AREA
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EXISTING GRAVEL ACCESS
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EXISTING BURIED CWS PIPE
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EXISTING BURIED CWR PIPE
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CAUTION!!!
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CAUTIION!!!
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1. REFER TO PHASING PLANS GC103. ALL WORK TO BE DONE IN REFER TO PHASING PLANS GC103. ALL WORK TO BE DONE IN ACCORDANCE WITH THE PHASES IDENTIFIED. 2. GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL, AND GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL, AND ARCHITECTURAL PLANS FOR ADDITIONAL NEW WORK. ALL WORK FOR WALL, CEILING AND FLOOR ASSEMBLIES NECESSARY TO FACILITATE COMPLETE SYSTEM IS PART OF THE CONTRACTOR'S SCOPE OF WORK. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL NEW CONSTRUCTION WORK. 4. MAINTAIN UTILITIES SERVICE TO ALL CAMPUS BUILDINGS AND ALL MAINTAIN UTILITIES SERVICE TO ALL CAMPUS BUILDINGS AND ALL SPACES IN BUILDINGS. COORDINATE WITH VA COR FOR ANY DISRUPTION IN UTILITY SERVICES REQUIRED TO PERFORM WORK. 5. PLANS AND SECTIONS MAY NOT SHOW ALL REQUIRED PIPE, PLANS AND SECTIONS MAY NOT SHOW ALL REQUIRED PIPE, CONTROL, POWER AND SYSTEM CONNECTIONS, PUMPS, FANS, HVAC TERMINAL UNITS, CONTROL DEVICES AND VALVES. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DEMOLITION AND NEW PLANS, DETAILS, AND DIAGRAMS FOR CONNECTIONS TO EQUIPMENT. 6. PROVIDE 3 WEEK WRITTEN NOTICE TO THE VA COR AND CCR PROVIDE 3 WEEK WRITTEN NOTICE TO THE VA COR AND CCR REPRESENTATIVES FOR ANY INTERRUPTION OF THE BUILDING UTILITIES, SYSTEMS OR RELATED SERVICES INCLUDING CONSTRUCTION RELATED ROAD CLOSURES OR CONFINED SPACE WORK. 7. CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND FEDERAL CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND FEDERAL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. A MINIMUM OF 10-HOUR OSHA TRAINING IS REQUIRED FOR ALL CONTRACT WORKERS ON SITE. TRAINING MUST BE CURRENT WITHIN THE LAST TWO YEARS. 8. CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL CONTRACT WORKERS ON SITE HAVE BEEN SCREENED FOR TUBERCULOSIS WITHIN 90 DAYS PRIOR TO ASSIGNMENT TO THE WORK SITE AND HAVE BEEN FOUND TO HAVE NEGATIVE SCREENING REACTIONS. 9. ALL HOT WORK PERMITS MUST BE OBTAINED FROM THE VA FIRE ALL HOT WORK PERMITS MUST BE OBTAINED FROM THE VA FIRE DEPARTMENT. PERMIT IS VALID AS STATED ON FORM. 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 11. THE GENERAL CONTRACTOR MAY CONTRACT WITH A PRIVATE THE GENERAL CONTRACTOR MAY CONTRACT WITH A PRIVATE UTILITY LOCATOR CONTRACTOR TO FIND AND LOCATE ALL BURIED UTILITIES. UNDERGROUND MAPPING PROVIDED IN THESE DOCUMENTS PERFORMED ON OCTOBER 31, 2025. LOCATIONS ARE NOT VERIFIED. THIS CONTRACTOR SHALL USE THE SERVICES OF A CONTRACTOR SPECIALIZING IN DAYLIGHTING OR POTHOLING TO VERIFY UNDERGROUND UTILITIES BEFORE EXCAVATION OR DIRECTIONAL BORING TAKES PLACE. 12. ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR FEATURES SHALL BE COMPLETED WITHIN 15 WORKING DAYS FROM THE VA TOMAH ACCEPTED END OF EACH DEFINABLE TASK OF WORK, UNLESS OTHERWISE DESCRIBED OR NOTED IN THESE DOCUMENTS. COOPERATE AND OTHERWISE WORK WITH THE ALL CONTRACTORS TO QUICKLY FINISH OPEN TRENCHES, AND QUICKLY COMPLETE CONTRACTORS DUTIES. 13. CONSTRUCTION STAGING (LIMITS OF CONSTRUCTION) AREA SHALL CONSTRUCTION STAGING (LIMITS OF CONSTRUCTION) AREA SHALL BE COMPLETELY FENCED IN AND LOCKED DURING OFF HOURS. ADDITIONAL SPACE IF REQUIRED SHALL BE COORDINATED WITH THE VA CONSTRUCTION MANAGER. 14. THE CONTRACTOR SHALL PROVIDE PORTABLE RESTROOM FACILITIES THE CONTRACTOR SHALL PROVIDE PORTABLE RESTROOM FACILITIES FOR ALL CONTRACTOR AND SUB-CONTRACTORS USE THROUGHOUT THE DURATION OF THE PROJECT. FACILITY RESTROOM USE IS NOT ALLOWED BY ANY CONSTRUCTION PERSONNEL. 15. ALL CONSTRUCTION AREAS SHALL BE CLEANED DAILY. ALL CONSTRUCTION AREAS SHALL BE CLEANED DAILY. 16. ALL CONTRACTOR AND SUB-CONTRACTOR VEHICLES SHALL PARK ALL CONTRACTOR AND SUB-CONTRACTOR VEHICLES SHALL PARK IN THE DESIGNATED AREA. 17. ONE CONSTRUCTION TRAILER MAY BE PARKED IN THE DESIGNATED ONE CONSTRUCTION TRAILER MAY BE PARKED IN THE DESIGNATED AREA. NO SANITARY OR WATER CONNECTIONS ALLOWED. ELECTRICAL CONNECTION BY CONTRACTOR AND METERED SEPARATELY AND PAID FULLY BY THE CONTRACTOR. 18. CONTRACTOR SHALL REPAIR ALL ROADWAY DAMAGED FROM CONTRACTOR SHALL REPAIR ALL ROADWAY DAMAGED FROM CONSTRUCTION TO MATCH EXISTING CONDITIONS. RECORD EXISTING CONDITIONS BY DATED PHOTOGRAPH OF SITE. 19. CONTRACTOR TO ENSURE ALL FIRE HYDRANTS AROUND BUILDING CONTRACTOR TO ENSURE ALL FIRE HYDRANTS AROUND BUILDING ARE NOT BLOCKED OFF OR UNUSABLE. 20. PARKING FOR CONSTRUCTION PERSONNEL IN DESIGNATED PARKING FOR CONSTRUCTION PERSONNEL IN DESIGNATED LOCATIONS PROVIDED AT THE CONSTRUCTION KICK-OFF METTING. CONTRACTORS AND SUB-CONTRACTORS MUST PARK ONLY IN THE DESIGNATED AREA FOR THE DURATION OF THE PROJECT.
AutoCAD SHX Text CONSTRUCTION FENCE, SEE DETAIL 1 ON C501. PROVIDE THE REQUIRED 6' WIDE FENCE OPENING WITH 2 PERSONNEL ACCESS GATES, NOT SHOWN, COORDINATE LOCATION WITH SAFETY REQUIREMENTS. SILT FENCE, SEE DETAIL 7 ON DWG C501. CONSTRUCTION SITE SIGN, SEE DETAIL 2 ON DWG C501. CONSTRUCTION FENCE WARNING SIGN, SEE DETAIL 5 ON DWG C501. CONSTRUCTION SAFETY SIGN, SEE DETAIL 8 ON DWG C501. REMOVE EXISTING CONCRETE STOOP COMPLETE. PROVIDE CONSTRUCTION TRACK PAD AND EROSION CONTROL. SEE DETAILS 4 AND 6 ON C501. EXCAVATE FOR NEW DUCTBANK. THE CONTRACTOR IS REQUIRED TO HIRE THE SERVICES OF A POTHOLE/ DAYLIGHT CONTRACTOR TO VERIFY LOCATIONS SHOWN ON THE UNDERGROUND MAPPING PLAN BEFORE EXCAVATION BEGINS. ELECTRICAL CONTRACTOR SHALL REMOVE THE EXISTING CONDUCTORS AFTER THE EXISTING CHILLER IS CONNECTED TO ITS NEW CONDUCTORS. ELECTRICAL CONTRACTOR TO PROVIDE A WATERTIGHT PLUG INSIDE B406 UTILITY TUNNEL AT THE EXISTING PULL BOX. BURIED CONDUIT IS NOW AN EMPTY SPARE. PROVIDE TRENCH BOX. OPTIONAL: PROVIDE SHORING FOR EXCAVATION WORK. SEE NOTES FOR REQUIRED DEWATERING AT ALL EXCAVATION WORK. EX. BURIED CONDUIT WITH POWER FOR CHILLER, SEE ELECTRICAL DRAWINGS FOR REQUIREMENTS. CONTRACTOR TO HAND DIG TO EXPOSED CONDUIT, DUCTBANK, AND EXISTING BURIED UTILITIES HERE.
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KEYED NOTES:
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%%UGENERAL CIVIL WORK NOTES:
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1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE GENERAL CONTRACTOR MUST CONTRACT WITH A POTHOLING/DAYLIGHTING THE GENERAL CONTRACTOR MUST CONTRACT WITH A POTHOLING/DAYLIGHTING CONTRACTOR TO FIND AND LOCATE ALL BURIED UTILITIES BEFORE ANY EXCAVATION TAKES PLACE. 4. TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY GENERAL CONTRACTORS PRIVATE UTILITY LOCATOR CONTRACTOR AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. COORDINATE REQUIRED EARTHWORK WITH THE GC. ELECTRICAL CONTRACTOR COORDINATE REQUIRED EARTHWORK WITH THE GC. ELECTRICAL CONTRACTOR TO WORK WITH THE CIVIL CONTRACTOR TO LOCATE THE REQUIRED DUCTBANK ROUTE. 6. VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER REQUIREMENTS MEETING MINIMUM AND INDUSTRY STANDARD DEPTHS, COVER, BEDDING, TRACING AND RESTORATION. 7. THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. THE FIRE ALARM CONTRACTOR WILL ENSURE AND VERIFY THESE ARE DONE AND MAINTAINED. REPORT ISSUES TO THE PROJECT CCR IMMEDIATELY. SEE DETAILS. 8. ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR FEATURES SHALL BE COMPLETED WITHIN 15 WORKING DAYS FROM THE VA TOMAH ACCEPTED END OF THE WORK, UNLESS OTHERWISE DESCRIBED OR NOTED IN THESE DOCUMENTS. COOPERATE AND OTHERWISE WORK WITH THE ALL CONTRACTORS TO QUICKLY FINISH OPEN TRENCHES, AND QUICKLY COMPLETE CONTRACTORS DUTIES.
AutoCAD SHX Text NOTE: THE GENERAL CONTRACTOR SHALL DIRECTLY HIRE A SPECIALIZED DEWATERING CONTRACTOR. THE GC AND DEWATERING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING DURING CONSTRUCTION. SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION. PREVIOUS SITE EVALUATION REPORTS HAVE NOTED THE GROUND WATER IN AND AROUND THE TOMAH VAMC CAMPUS SITE AS HIGH AS 3' TO 4' BELOW GRADE. ALL PENETRATIONS IN THE GROUNDWATER REQUIRE DEWATERING. PREVIOUS EVALUATION REPORTS RECOMMEND REMOVING GROUNDWATER FROM EXCAVATIONS WITH CONVENTIONAL PUMPS. THE DEWATERING CONTRACTOR MUST DEVELOP A DEWATERING PLAN FOR SUBMISSION AND REVIEW BY THE AE AND VA. GROUNDWATER REMOVAL SHALL BE PERFORMED BY THE DEWATERING CONTRACTOR. REVIEW ALL SPECIFICATIONS IN THE CONSTRUCTION DOCUMENTS FOR DEWATERING REQUIREMENTS BEYOND THOSE LISTED HERE.
AutoCAD SHX Text NOTE: CONTRACTOR TO PROTECT ALL CONSTRUCTION SITES ACTIVELY AND WORK WITH CONSTRUCTION TEMPORARY FENCE. SECURE PANELS TO EACH OTHER WITH BOLTED CONNECTORS. GATE OR ACCESS PANELS SHALL HAVE CHAINS WITH KEY LOCKS MATCHING G22 KEY USED BY TOMAH VA. GATE OR ACCESS SHALL BE SECURED 24/7.
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BUILDING 446 AREA OF WORK
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CONTRACTOR'S CONSTRUCTION TRAILER LOCATION ALONG B416 PARKING AREA.
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C101
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CIVIL
PARTIAL SITE AND WORK AREA
SITE PLANS - NEW WORK
HFB
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Approved: Project Director
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97 8654321
Tomah, Wisconsin
676-22-108 Office of Facilities
Management
100% BD DOCUMENT
November 20, 2025
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
Connect B406 AHU-5 to Emergency Power
1021 N. Superior, Unit 11 Tomah, Wisconsin 54660
1 NTS
PARTIAL SITE PLAN
NORTH
2 1/8"= 1'-0"
WORK AREA SITE PLAN
NORTH
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GRASS AREA
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GRASS AREA
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EXISTING TRANSFORMER
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EXISTING TRANSFORMER
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EXISTING TRANSFORMER
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EXISTING AIR COOLED CHILLER
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EXISTING CHAIN LINK FENCE ENCLOSURE FOR EXISTING AT GRADE CHILLER
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GRASS AREA
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EXISTING TRANSFORMER
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EXISTING TRANSFORMER
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EXISTING TRANSFORMER
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B406 TRAMWAY CONNECTOR 1-STORY BRICK
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B446 SWITCHGEAR AND GENERATOR BUILDING
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EXISTING AIR COOLED CHILLER
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EXISTING CHILLED WATER BUFFER TANK AND PAD
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EXISTING CHAIN LINK FENCE ENCLOSURE FOR EXISTING AT GRADE CHILLER
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B401 TO B407 TRAMWAY, EXISTING FLOOR ELEV 953.3
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BURIED FUEL TANK
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EXISTING 2" BURIED FUEL VENT PIPE
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EXISTING 2" BURIED FUEL VENT PIPE
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EXISTING BURIED ELECTRICAL CONDUITS TO B401
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EXISTING BURIED ELECTRICAL CONDUITS TO B401
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EXISTING BURIED ELECTRICAL CONDUIT(S)
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EXISTING BURIED ELECTRICAL CONDUIT(S)
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EXISTING BURIED ELECTRICAL CONDUIT(S)
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EXISTING BURIED ELECTRICAL CONDUIT(S)
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EXISTING BURIED ELECTRICAL CONDUIT(S)
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EXISTING BURIED 12" STORM PIPE
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EXISTING BURIED SANITARY PIPE
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EXISTING BURIED WATER PIPE
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EXISTING BURIED WATER PIPE
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EXIST COMM MANHOLE RIM=951.94
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EXIST STEPS INTO B406 SWITCHGEAR ELEC ROOM
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EXISTING FLOOR ELEV 953.4
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GRASS AREA
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EXISTING GRAVEL ACCESS
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EXISTING BURIED CWS PIPE
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EXISTING BURIED CWR PIPE
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NOTE!!!
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NOTE!!!
AutoCAD SHX Text 18" x 36" x 6" THICK CONCRETE EQUIPMENT PAD, TOP OF PAD 1" HIGHER THAN EXISTING CRUSHED STONE EQUIPMENT PAD. SEE DETAIL 1 ON A001. . SEE DETAIL 1 ON A001. COORDINATE WITH ELECTRICAL CONTRACTOR. EXCAVATE FOR NEW ELECTRICAL CONDUIT DUCT BANK. SEE E501 DETAIL 2, 4-WAY DUCT LINE INSTALLATION REQUIRED. RESTORE SITE WITHIN 10 DAYS OF DUCT LINE FINISH AND VA ACCEPTANCE. PROVIDE NEW STOOP, SEE DETAIL 3 ON C501. PROVIDE NEW DUCTBANK. THE CONTRACTOR IS REQUIRED TO HIRE THE SERVICES OF A POTHOLE/ DAYLIGHT CONTRACTOR TO VERIFY LOCATIONS SHOWN ON THE UNDERGROUND MAPPING PLAN BEFORE EXCAVATION BEGINS. SEE DETAIL 2 ON E501. PROVIDE TRENCH BOX AT EXCAVATIONS. OPTIONAL: PROVIDE SHORING FOR EXCAVATION WORK. SEE NOTES FOR REQUIRED DEWATERING AT ALL EXCAVATION WORK. THE EXISTING SIZE, DEPTH, QUANTITIES OF THE NEWLY EXPOSED EXISTING DUCTBANK, CONDUITS, AND BURIED UTILITIES FOUND DURING HAND DIGGING SHALL BE SUBMITTED THROUGH A CONSTRUCTION RFI BY THE CONTRACTOR TO DETERMINE THE PATH AND DEPTH OF THE NEW DUCTBANK. DRAWING E501, DETAIL 2 REQUIRES 24" BURIED DEPTH TO TOP OF NEW DUCTBANK, DEPENDING ON SIZE, DEPTH, QUANTITY, AND TYPE OF EXPOSED UTILITIES THE SIZE AND DEPTH OF THE NEW DUCTBANK MAY BE ALTERED THROUGH THE CONTRACTOR'S SUBMITTED CONSTRUCTION RFI. SUBMISSION FOR THIS RFI IS REQUIRED.
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GENERAL NOTES:
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1. REFER TO PHASING PLANS GC103. ALL WORK TO BE DONE IN REFER TO PHASING PLANS GC103. ALL WORK TO BE DONE IN ACCORDANCE WITH THE PHASES IDENTIFIED. 2. GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL, AND GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL, AND ARCHITECTURAL PLANS FOR ADDITIONAL NEW WORK. ALL WORK FOR WALL, CEILING AND FLOOR ASSEMBLIES NECESSARY TO FACILITATE COMPLETE SYSTEM IS PART OF THE CONTRACTOR'S SCOPE OF WORK. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL NEW CONSTRUCTION WORK. 4. MAINTAIN UTILITIES SERVICE TO ALL CAMPUS BUILDINGS AND ALL MAINTAIN UTILITIES SERVICE TO ALL CAMPUS BUILDINGS AND ALL SPACES IN BUILDINGS. COORDINATE WITH VA COR FOR ANY DISRUPTION IN UTILITY SERVICES REQUIRED TO PERFORM WORK. 5. PLANS AND SECTIONS MAY NOT SHOW ALL REQUIRED PIPE, PLANS AND SECTIONS MAY NOT SHOW ALL REQUIRED PIPE, CONTROL, POWER AND SYSTEM CONNECTIONS, PUMPS, FANS, HVAC TERMINAL UNITS, CONTROL DEVICES AND VALVES. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DEMOLITION AND NEW PLANS, DETAILS, AND DIAGRAMS FOR CONNECTIONS TO EQUIPMENT. 6. PROVIDE 3 WEEK WRITTEN NOTICE TO THE VA COR AND CCR PROVIDE 3 WEEK WRITTEN NOTICE TO THE VA COR AND CCR REPRESENTATIVES FOR ANY INTERRUPTION OF THE BUILDING UTILITIES, SYSTEMS OR RELATED SERVICES INCLUDING CONSTRUCTION RELATED ROAD CLOSURES OR CONFINED SPACE WORK. 7.
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